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Presidential Subdivision PFP 00-002."CITY CLERK FILE CHECKLISi Project Name: Presidential Subdivision Contact Name: Tom Bauwens Date Received from Planning and Zoning Department: Planning and Zoning Level: 0 Transmittals to agencies and others: El Notice to newspaper with publish dates: V❑ Certifieds to property owners: File No. PFP-00-002 Phone: 343-5223 July 18, 2000 Hearing Date:__ Au ust 8, 2000 July 18, 2000 21 -Jul -00 and 4 -Aug -00 !;?I it/it) ❑ Planning and Zoning Commission Recommendation: Approve ❑Deny Notes: City Council Level: El Transmittals Hearing Date: to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds and to property owners: ❑ City Council Action: ❑ Approve ❑ ❑ Findings Deny / Conclusions / Order received from attorney on: Findings / Conclusions / Order: Resolutions: ElAApproved by Council: Original Res/Copy Can: Minutebook Co Res /Copy Carl: City Clerk City Engineer Copies Disbursed: City Planner City Attorney El Findings Recorded Sterling Codifiers Project File Development Agreement: Copy Res / Original Cert: Ada county(CPAs) ❑ Sent for signatures: Applicant (non -CPAs) Recorded Ordinances: Original: ❑ Signed by all parties: Minutebook Copies to: City Clerk state Tax Comm. Approved by Council: State Treasurer, Auditor, Assessor Sterling Codifiers City Attorney ❑ Recorded: City Engineer Planner Copies Disbursed: Pf Project file Applicant (if appL) Findings/Orders: Ordinance No. Resolution No. Original: Minutebook Copies to: Applicant Approved by Council: Project file City Engineer City Planner City Attorney ❑ ecorded: Deadline: 10 days `• Record Vacation Findings" Recorded Development Agreements: Original:Fireproof File El Published in newspaper: Copies to:Applicant ElCopies Disbursed: Project file City Engineer City Planner Notes: City Attorney 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: August 1, 2000 Transmittal Date: July 18, 2000 File No.: PFP-00-002 Hearing Date Request: Preliminar with 3 building dots By: Develo / Final Plat for pro August 8, 2000 ed Presidential Subdidvison on 10.99 acres rs Diversified / Dakota Com Location of Property or Project: Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, 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 Gen - 26 PP/FP/PFP - 31 AZ - 27 Southeast corner of Presidential Dr. and Eagle Road Your Concise Remarks.- Gen emarks: 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 MAYOR HUB OF TREASURE VALLEY Robert D. Corrie A Good Place to Live LEGAL L CITY COUNCIL MEMBERS CITY OF MERIDIAN (208) 288-249. Ron Anderson Keith Bird EAST IDAHO PUBL33 C N BUILDING IDEI Tammy deWeerd MERIDIAN, IDAHO 83642 (208) 887-2211 • F (208) 888-4433 • Fax (208) 887-4813 Cherie McCandless City Clerk Office Fax (208) 888.4218 PLANNING AND 2 DEPARTMEN', (208) 884-5533 • Fax 88 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: August 1, 2000 Transmittal Date: July 18, 2000 File No.: PFP-00-002 Hearing Date Request: Preliminar with 3 building dots By: Develo / Final Plat for pro August 8, 2000 ed Presidential Subdidvison on 10.99 acres rs Diversified / Dakota Com Location of Property or Project: Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, 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 Gen - 26 PP/FP/PFP - 31 AZ - 27 Southeast corner of Presidential Dr. and Eagle Road Your Concise Remarks.- Gen emarks: 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 DAKOTA COMPANY, INC, June 30, 2000 Ms. Shari Stiles Planning Director/Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Meridian Crossroads Shopping Center Presidential Subdivision Preliminary & Final Plat Application Dear Shari: Enclosed is a Preliminary Plat And/Or Final Plat application along with the appropriate application fee and supporting documentation for the Presidential Subdivision. This property is located at the southeast corner of Presidential Drive and Eagle Road and is a part of the original Meridian Crossroads Shopping Center project and its Conditional Use Permit. Please review. Should the application be deficient please let me know. Thank you for your cooperation. Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. & TFCM Associates, LLC ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD. SUITE 100 BOISE, IDAHO 83706 DAKOTA COMPANY, INC. June 30, 2000 Ms. Shari Stiles Planning Director/Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Presidential Subdivision Preliminary & Final Subdivision Plat Application Request Dear Ms. Stiles: Dakota Company, Inc. is requesting the application for the Presidential Subdivision be processed as both a preliminary and final plat, as it meets the four requirements. 1.) Only three lots are proposed 2.) No street dedication is required. The right-of-way for Pine Street has been dedicated to ACRD. 3.) No special development considerations are involved. 4.) All required information to combine both preliminary and final plat into one application is complete. Thank you for your consideration to this application. Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD, SUITE 100 BOISE, IDAHO 83706 TABLE OF CONTENTS 1.) City Of Meridian Preliminary and/or Final Subdivision Plat Application 2.) Legal Descriptions 3.) Proof Of Ownership - Warranty Deed 4.) Affidavits Of Legal Interest - Hermes Associates, Ltd and Developers Diversified Realty Corp. 5.) Mailing List Of All Property Owners Within 300 feet 6.) Statements Of Compliance - Statement of compliance with Ada County Highway District requirements, City Of Meridian Ordinances, City Of Meridian Comprehensive Plan, connection to City services, compliance with City Ordinances, inclusion of all required easements and Street name compliance with City grid system. - Letter stating Public Hearing Notice will be posted on site - Letter stating no variances requested - Statement of conformance with approved preliminary plat - Statement of conformance with all requirements and provisions of Ordinance - Statement of conformance with acceptable engineering, architectural and surveying practices and local standards. 7.) Attachments - Vicinity Map - Area Map - Preliminary Plat - Final Plat - Engineering Design Plans - Geotechnical Investigation Reports MAY -24-2000 12:09 _QUADRANT CONSULTING, INC. 208 342 0092 P.01 ADA COUNTY DEVELOPMENT SERVICES e v sem' PHONE: (208) 364-2277 650 MAIN STREET, BOISE, IDAHO 83702 FAX: (208) 3642406 BUILDING ENGINEERING PLANNING ZONING May 23, 2000 Ladd Cluff Quadrant Consulting Inc 405 S 8 th Street Suite Boise ID 83702 RE: Subdivision Name Reservation PRESIDENTIAL SUBDIVISION Dear Ladd: At your request I will reserve the name "PRESIDENTIAL SUBDIVISION" for you to use for your project. I can honor this reservation only as long as your project is in the approval process_ Final approval can only take place when the final plat is recorded. Sincerely, i�i I .0 L i� ohn E. Priester, P.E.L.S. County Engineer JPrp TnTal P P1 r. '1. M I i\ .ice REQUEST FOR SUBDIVISION APPROVAL PRELIMINARY PLAT AND/OR FINAL PLAT PLANNING AND ZONING COMMISSION TIME TABLE FOR SUBMISSION: The submission deadline for ALL applications (other than Final Plats and Variances) is 5:00 p.m. of the first business day of every month. Applications must be submitted to the Planning & Zoning Department, located at 200 E. Carlton Ave., Ste. #201, Meridian. NO EXCEPTIONS WILL BE MADE. The Planning and Zoning Commission will hear the request at the monthly meeting following the month that a complete application is received by the deadline date. Incomplete applications will be returned to the applicant and will not be processed until all required application elements are completed. Applicants are encouraged to arrange for a pre -application meeting with a Planner at least ten (10) business days BEFORE the submission deadline to address any concerns or questions regarding the project. GENERAL INFORMATION 1. Name of Annexation and Subdivision: 1? 2C S I V E1VT7 A L. S v R P I Vl S/ w 2. General Location: 5 ovrh EAST Ca g.,y R P-t.P. Sl el eA T) A 0. D -u VF t; EA G L 6- 3. 3. Owners of Record: SEL A-L-tA G H ED Address: , Zip Telephone: 4. Applicant: 5 it E' ASA C. He D Address: , Zip Telephone: 5. Engineer: S-rFsVC SutELT Firm: Q,)A02AAA_- CoNrucriN2 6. Name and address to receive City billings- Name: S EL A t-tA C N E D Address Telephone: PRELIMINARY PLAT CHECKLIST: Subdivision Features 1. 2. 3. 4. 5. 6. 7. 8. Acres: 10 . 99 ± Number of building lots: 3 Number of other lots: O Gross density per acre: O . Z 7 Lo73/otc, Net density per acre: Zoning Classification(s): = - L If the proposed subdivision is outside the Meridian City Limits but within the jurisdictional mile, what is the existing zoning classification? /VO Does the plat border a potential green belt? NO 9. Have recreational easements been provided for? �1 D 10. Are there proposed recreational amenities to the City? NO Explain 11. Are there proposed dedications of common areas? 140 Explain For future parks? N 0 Explain 12. What school(s) service the area? Co w►meitc IAL N A Do you propose any agreements for future school sites? N o Explain i 13. Are there any other proposed amenities to the City? --NO Explain 14. Type of Building (Residential, Commercial, Industrial or combination): Co r%yKG2.0 Al, 15. Type of Dwelling(s) (Single Family, Duplexes, Multiplexes, other):'51 m(OLE V SE � 16. Proposed Development features: ' ft1 V t.TT "iFNA ivr cornAOWA L a. Minimum square footage of lot(s): COT *1. -1. o AC , LoT-*d 2 - S. �qCT i &-3 -1-oAc b. Minimum square footage of structure(s): NUA C. Are garages provided for? N 1A Square footage: d. Has landscaping been provided for Describe:. ?eti2.tw eTj5% cu P LAV05CAPe SCTBAOC RegLutizern enA5 =%*e)110 ' (-Vi:) j9MID. e. Will trees be provided for?Y&�5 Will trees be "maintained?SES f. Are sprinkler systems provided for? YeS - PRe55VjZ1teD P12orn NMZu g. Are there multiple units? No Type: Remarks: h. Are there special setback requirements? L V P Explain: COr+dIII ONAL VSE' 9eiLr4 i; Lo-noNS RPPAtoyAL- i. Has off street parking been provided for?_ Y�Explain. C u P Gard' 77ow-5 5-.0 110000 sg. s -r: PI ICIL02 Lo T UtoSS bse- FltSem�.+ j. Value range of property: k. Type of financing for development: P 21 V A -re 1. Were protective covenants submitted? W -S Date: 17. Does the proposal land lock other property? N o Does it create Enclaves? 040 STATEMENTS OF COMPLIANCE: S e -e At-tAC H ED 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 will include all appropriate easements. 6. Street names must not conflict with City grid system. 2 CITY OF MERIDIAN PRELIMINARY SUBDVISION PLAT CHECKLIST INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED APPLICATIONS MUST BE SUBMITTED THIRTY (30) DAYS PRIOR TO NEXT REGULARLY SCHEDULED P&Z MEETING. ITEM DESCRIPTION COM MNTS/DATE 1. Pre -application submittal meeting held 2. Thirty (30) copies of the completed and executed Y 5 written application form 3. Proof of current ownership of the real property included in the preliminary plat and consent of recorded owners YES 4. Name and address of party to receive billings/correspondence yES 5. Legal description of subdivision prepared and stamped _ by Registered Land Surveyor %�C S -- 6. Thirty (30) copies of the preliminary plat with dimensions of not less than 24" x 36", drawn to a scale suitable to insure clarity of all lines, dimensions and other data. Preliminary plats shall include: a. Proposed Subdivision Name b. Drafting date c. Sectional location of plat - County d. North arrow e. Scale of plat (not smaller than 1 "=100') f. Names, addresses and telephone numbers of owner, subdivider or subdividers and engineer, surveyor or planner who prepared the preliminary plat; g. Statement of intended use of the proposed subdivision (i.e., residential single-family, two-family and multiple housing, commercial, industrial, recreational or agricultural) h. Sites proposed for parks, playgrounds, schools, churches or other public uses i. Streets, street names, rights-of-way and roadway widths, including adjoining streets or roadways; yEs PRELIMINARY PLAT CHECKLIST Page 2 of 3 ITEM DESCRIPTION COMMENTS/DATE j. Lot lines and blocks showing scaled dimensions and numbers of each; k. Legend of symbols 1. Minimum residential house size m. Contour lines, shown at 5' intervals where land slope is greater than 10% and at 2' intervals where land slope is 10% or less, referenced to an established benchmark, including location and elevation; n. Any proposed or existing utilities, including, but not limited to, storm and sanitary sewers, irrigation laterals, ditches, drainage, bridges, culverts, water mains, fire hydrants, streetlights, pressurized irrigation and their respective profiles o. Any dedications to the public and/or easements together with a statement of location, dimensions and purposes of such p. Master street drainage plan including method of disposal and approval from the affected drainage district q. Floodplain boundary as determined by FEMA or measures to amend this boundary Y' r. Stub streets to provide access to adjacent undeveloped land or existing roadways (block lengths do not exceed 1,000') s. Cul-de-sac lengths not in excess of 450' 7. A statement as to whether or not a variance will be requested with respect to any provision of the Ordinance describing the particular provision, the variance requested, and the reason therefor 8. A statement of development features 9. A map of the entire area scheduled for development if the proposed subdivision is a portion of a larger holding intended for subsequent development y� s y Yc S PRELIMINARY PLAT CHECKLIST Page 3 of 3 ITEM DESCRIPTION COMMENTS/DATE 10. Thirty (30) copies of a vicinity map showing a minimum 1/2 -mile radius from exterior boundaries of plat, including land use and existing zoning of proposed subdivision and adjacent land (scale optional)C S 11. Thirty (30) copies of a 1 "=300' scale map on 81/2" x 11" paper indicating all adjacent development and/or lots of record within 300' of any boundary of the proposed development, with the layout of the proposed development in bold outline. Request list of property owners within 300' of property seven (7) days prior to submitting application. 12. A statement of traffic impact on existing adjacent _ roadways and intersections s 13. Four (4) sets of conceptual engineering plans, _ including respective profiles Z& S 14. Fee Paid - $300.00 + 3 Lots @ $10.00/Lot 1'—Y 2 certified mailings @ $1.73/mailing x 2 15. Proposed restrictive covenants and/or deed restrictions XO S 16. A site report for establishment of the highest seasonal _ groundwater elevation 17. Other Information as Requested by Administrator, City Engineer, Planning & Zoning Commission, or City Council REVIEW BY: Shari Stiles Planning & Zoning Administrator Gary D Smith, P E City Engineer APPLICATION ACCEPTANCE DATE: Hermes Associates, Ltd. Developers Diversified Realty Corp. Preliminary & Final Subdivision Plat Application PRESIDENTIAL SUBDIVISION Southeast Corner Eagle Road & Presidential Drive Meridian Crossroads Shopping Center 1.) Applicant: Hermes Associates, Ltd. Developers Diversified Realty Corp. 3300 Enterprise Parkway Beachwood, Ohio 44122 Phone: 216-755-5656 Fax: 216-755-1678 Care Of : Dakota Company, Inc. 380 E. Parkcenter Blvd. Suite 100 Boise, Idaho 83706 Phone: 208-343-5223 Fax: 208-343-4954 Contact: Tom Bauwens 2.) Subject Property: Southeast corner of Eagle Road and Presidential Drive Approximately 10.99 +/- acres. 3.) Property Owners: Hermes Associated, Ltd. and Developers Diversified Realty Corp. 3300 Enterprise Parkway Beachwood, Ohio 44122 Phone: 216-755-5656 See Attached "Affidavits Of Legal Interest" Presidential Subdivision Preliminary & Final Subdivision Plat Application 4.) City Billings Received Developers Diversified Realty Corp. 3300 Enterprise Parkway Beachwood, Ohio 44122 5.) Legal Description: See attached page 2/3 6.) Existing Use: Vacant. A part of the Meridian Crossroads Shopping Center. 7.) Proposed Use: Three commercial building lots, within the Meridian Crossroads Shopping Center. 8.) Zoning: Zoned I -L with a Conditional Use Permit. Conditional Use Permit was granted by City Of Meridian on October 20, 1998 to allow the development of a shopping center. 9.) Development Features: The subdivision site is located on the southeast corner of Eagle Road and Presidential Drive with approximately 745 feet of frontage along Eagle Road. The property is currently vacant. The entire parcel is a part of the existing Meridian Crossroads Shopping Center. The development plans are to create three commercial building lots as part of the Meridian Crossroads Shopping Center. The property will be accessed with entries onto Presidential Drive and Pine Street. No entries are located on Eagle Road. Lot Sizes: Lot #1 - 1.00 Acres Lot #2 - 8.99 Acres Lot #3 - 1.00 Acres Right -Of -Way has been dedicated to ACHD for the extension of Pine Street west from Eagle Road along the southern boundary of the property. No additional right-of-way is required for Eagle Road or Presidential Drive. 10.) City Services: The Applicant agrees to pay any additional sewer, water or trash fees or charges, if any associated with the use of the property as developed for a shopping center. Presidential Drive Preliminary & Final Subdivision Plat Application page 3/3 11.) Public Hearing: The Applicant will post the subject property with a "Notice of Public Hearing" one week prior to the City Of Meridian Planning & Zoning Commission meeting, that the Applicant has applied for a Preliminary and Final Subdivision Plat and that a Public Hearing will be held. The notice will contain the name of the Applicant, description of the Conditional Use Permit application and the time and place of the Public Hearing. 12.) Vicinity Map: See attached 13.) Traffic Analysis: See attached traffic impact study prepared by Dobie Engineering. 14.) Mailing List: See attached 15.) Covenants: See Attached 16.) Variances: No variances requested 17.) Statements Of Compliance: See attached. (2) LEGAL DESCRIPTIONS HUBBLE ENGINEERING, INC. 9550 Bethel Court . Boise, Idaho 83709 Project No. 9800100 DESCRIPTION FOR PARCEL 1 CROSSROADS COMMERCIAL 208/322-8992 . Fax 208/378-0329 January 26, 1998 Revised March 31, 2000 A parcel of land located in the SW1/4 of the NW/4 of Section 9, T.3N., R.1 E., B.M., Meridian, Ada County, Idaho, more particularly described as follows.- Commencing ollows: Commencing at the W1/4 corner of said Section 9, from which the NW corner of said Section 9 bears North 011108'42" East, 2649.45 feet; thence along the West boundary line of said Section 9 North 01'08'42" East, 614.24 feet (formerly described as North 01 008'10" East, 615.32 feet); thence leaving said West boundary line South 88051'50" East, 70.00 feet to a point on the exterior boundary line of Crossroads Subdivision No. 1 as filed in Book 65 of Plats at Pages 6644 and 6645 Records of Ada County, Idaho, said point also being the REAL POINT OF BEGINNING; thence along said exterior boundary the following nine courses: South 88151'50" East, 10.56 feet (formerly described 10.00 feet) to the beginning of a curve to the left; thence along said curve 31.42 feet, said curve having a radius of 20.00 feet, a central angle of 90000'00" and a long chord of 28.28 feet which bears North 46008'10" East, to the point of tangency; thence North 01 008'10" East, 110.00 feet to the beginning of a curve to the right; thence along said curve 31.42 feet, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a long chord of 28.28 feet which bears North 46008'10" East, to the point of tangency; thence South 88051'50" East, 10.00 feet to the beginning of a curve to the left; Page 1 of 2 thence along said curve 31.42 feet, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a long chord of 28.28 feet which bears North 46008'10" East, to the point of tangency; thence North 01008'10" East, 10.00 feet,- thence eet; thence South 88051'50" East, 395.36 feet to the beginning of a curve to the right; thence along said curve 208.58 feet, said curve having a radius of 245.57 feet, a central angle of 48040'00" and a long chord of 202.37 feet which bears South 64131'49" East; thence leaving said curve and continuing along said exterior boundary line and the southerly extension thereof South 01008'13" West, 656.72 feet to a point on the North right- of-way line of Pine Avenue; thence along said right-of-way line North 89020'42" West, 660.42 feet (formerly described as North 89°21'14" West,) to a point on the East right-of-way line of North Eagle Road (State Highway 55); thence along said right-of-way line North 01108'42" East, 565.65 feet to the Real Point of Beginning, containing 10.99 acres, more or less. Prepared by: HUBBLE ENGINEERING, INC. I/PJS/vw/CrossCommPar1 Patrick J. Scheffler, P.L.S. Page 2 of 2 .r. (3) Hermes Associates, Ltd and Developers Diversified Realty Corp. WARFANTY DEED J �` .�u.i .. it v�� ,Itt (\Ln�+nlif�+\l:lJ� / :)) S_, 10A1110 FEED—CE� Y 19118 MY 19 PH 4 c u ALLIAN6E�-".' CORPORATION WARRANTY DEED For Value Received GEMTONE, INC., a corporation duly organized and existing under the laws of the State of Idaho, ("Grantor") does hereby Grant, Bargain, Sell and Convey unto HERMES ASSOCIATES, LTD, a Utah limited partnership, ("Grantee") whose current address is 455 E. 5`h S., Suite 400, Salt Lake City, Utah 84111, the following described real estate within the city of Meridian, Idaho, to -wit: A parcel of land located in the Southwest Quarter of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, as more particularly described on Exhibit "A" as Parcel 'I and a parcel of land located in the Northeast Quarter of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, as more particularly described on Exhibit "A" as Parcel #5. TO HAVE AND TO HOLD the said real property with all appurtenances (including, but not limited to, all water rights or ownership interests in any irrigation districts or entities) unto the said Grantee, its heirs and assigns forever, and the said Grantor does hereby covenant to and with said Grantee that it is the Owner in fee simple of said real estate and that said parcel is free and clear of all easements, restrictions, and encumbrances, expect: Reservations or exceptions in patents or in Acts authorizing the issuance thereof. 2. General Taxes for the year 1998, a lien but not vet due and payable. 3. Negative Easement and Restrictions contained in Warranty Deed, and the terms and conditions thereof: In Favor of State of Idaho Recorded January 24, 1956 Instrument No. 389346 4. Agreement and the terms and conditions contained therein: Between George E. Stang and Hannah W. Stang, husband and wife and C.H. Stewart and Alice E. Stewart, husband and wife Recorded September 2, 1954 Instrument No. 364731 purpose Irrigarion Ditch right-of-way 5. Minerals and mineral rights as reserved to Upland Industries Corporation, a Nebraska corporation, by Special Warranty Deed recorded August 31, 1990, as Instrument No. 9047045, records of Ada County, Idaho. CORPORATION WARRANTY DEED - 1 (D^ 051998\Gemtone\corp-war.deed] 6. Easement and the terms and conditions thereof: In Favor of Mountain States Telephone and Telegraph Company, a corporation Purpose Communication Facilities and Incidental Purposes Recorded June 28, 1990 Instrument No. 9034208 Affects Parcel 5 Negative Easements, Conditions, restrictions and access rights contained in the Deed to the State of Idaho Recorded November 25, 1988 Instrument No. 8857970 Official Records. And amended by Exchange Deed recorded April 8, 1994, as Instrument No. 94032501. Affects Parcel 1. Easement and the terms and conditions thereof: In Favor of Ada County Highway District Purpose Temporary access road between the proposed Crossroads Subdivision No. 5 and Fairview Avenue Recorded October 1, 1997 Instrument No. 97081013 Affects Parcel 5 9. Rights and interests of the Nampa -Meridian Irrigation District. 10. Easements and rl"Phts-of-way for or associated with irrigation ditches and faciiities appearing on the above-described real estate. 11. Easements and rights associated with the diversion structure for a pressure irrigation system utilized by Crossroads Subdivision. IN WITtiTESS WHEREOF, the Grantor, pursuant to a Resolution of its Board of Directors has caused its corporate natnpto be hereunto subscribed by its President and its corporate seal to be -affixed by its Secretary this ?/VC� day of May, 1998. GEMTONE, INC. 7B ��- y Thomas T. Wright, Preside CORPORATION WARRANTY DEED - 2 [ D: \051998\Gem ton c\co rp- w ar. d eed ] STATE OF IDAHO ss. County of Ada ) On this 9y� day of May, 1998, before me, a Notary Public in and for said State, personally appeared THOMAS T. WRIGHT and Z. .[3g« S , known to me to be the President and Secretary of the corporation that executed this instrument or the persons who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. o�eanoseaaaa� a. I� J00 G n TAR ° ° G ° C �oP LTD 1, a ,'TEOF` CORPORATION WARRANTY DEED - 3 [ D: \051998\Gem [one\corp-war. deed] Notary Public for.jdah Residing at Commission expires =6 V X,I- JBIT "A" PARC. 1 A parcel cy l,�d located j j the ScLt`r�+est Qua= :heel East, Northwest Qua=-~--e-AdayCeur ty, Idaho, me eppa=Nic4-1a=1y deser_"ed Hoise Ma: _dl an, as !ollows; CGD'II�'1E.'3 C:IG at the West Cl to co_ az cf aa;d Section 9, from which the Nor -bwest ccr= r of said Secticn 9 bear 9 degrees 08'42" Bast, 2639.45 feet; t'am-ce alo=5 the West bout da_ -,r 1:: a of s:,id Secticn 9 North 01 deg --es 08'42" East, 614.24 'east (forner,y desc..-_1 bed as North OZ dues 08'10" East, 615.32 feet}; thence laa-r-13 said Wast boundary line south s8 dog=_aa 51,50W Basc, 70.00 iee't to a Fel n v_orLL+h�o. 1 _1 or b =_ cu^da,r line of �css_..ads Sub _A - o as filed iz 3ccit 65 of P1at9 at Pages 664 a..d 60545, recce rs cf Ada County, Idn said point n? so beteg the RE -CIL P=r. 1 I' CF BEG1VNiNG; thence along cad axe= _or bcunr_a'Y the foliewi-g �-� cnu=3e� t South 88 de5=ee9 51' 50" East, 10 .50' feet '_y dc9c=iced as 10.00 feet) to tha beg-�i=9 of a cur_re to the left, the_=ct alenr said curare 31.42 _aet, maid ct-`"re having a radi::s ct 20.00 Saet,-a cental angle of q0 degrees 00' 00" , a=d a Icmg chord of 23,29 fact wh'-c*- bez=9 " East to ` p cjt of tance_^.cy; Ncrth 46 deg-_-_ 08 IO , North 01 Gac-mee OS' to East, 110 . 00 fee_ to the -in -i-q of a c, ----re to t�.e ri4 gnt; thencs a .ong said curve 3_ . 42 gest, s+T -t -al angle e said c,�"'te hav"-=c a radius of 20.00 feet, a c_y�_ of 90 decrees 00'001, a -d a long chord of 23.28 feet wit=ch bears North 46 des -es 08',0" East, tc t'se po_a`it at tangency; t:ence Scuth 88 dea =es 51_'5011 East, 10.00 feet to the beg: -ming e_ a clarlle to the left; thence along said cu=re 31.42 feet, _aid c -,-.--re av_-c a medius of 20.00 feet, a central a ;gee cf 90 degrtes 00'00", a:d a long cµcrd of 23.28 feet which bears Norte 46 deg -_8S aa'100" East, t10t00 psetancaGenev; the:ce Wort_ 0_ des`a south 88 desaes 5_' S0" East, 395.96 faet to the bcginrimq of a c �s to t c ri5.'^.t; thence along said cu=7c 306.58 Peat, said c.:_ --re having a radius of 245.57 feet, a cent= -.I anrla o: i8 dao=-eas 40'00"1, ar_d a long chord of 202.37 feet wki-ich bears scutal 64 degrees 31'49" East, thence leaviang saidc .re and cc :tinning along said ex_era.cr boundary _lne ar-d s Scut�lmrly thereof South 0, deg=has 08'13" West, 704.72 feet to a point on the 7--t-Went c_ntarline of said Section 9; thence along ,,Id Hast-'+fest centerline Ncrth 89 degrees 20'42" weer., 660.43 feet (form erly disc=ibed as North 89 dig=ees 21'14" West) to a poi.r_t on the East (State i-:ighway 55} right_o--way line of North Eagle Road thsncs along said right-oy-way line Ncrth of degrees 08,421 East, 613.65 feet to the ?,SAL 701`7'. OF -- BbGLYNI:IG . Pa -.e 1 of 2 Exhibit "A" Continued PARCB A parcel of 'a --d 10Cated in the Northeast Qua=ter of the Ncrthwsst Quarter of Sectien 9, Township 3 North, F2an9c I East, Boise Meridian, Ada County, Idaho, intra pa.—ocularly diescribed as follows Ccmmmc=G at the corner cc=cu to Sections 4, 5, 8 and the said Section 9; thence South 89 degraes 2211011 East, 2659,63 fast to the Quarts- corner ccmmcn to said Sections 4 and 9; thence South 00 degrees 48'14" West, 49.74 feet to a point on the Southerly right-of-way of Fairv-iew Avenue, said point being the REAL POINT OF BBG=TrI",TTG f tho=e continuing along the Ncrth-South mid-section Zine South 0o degr_as 48114" Weat, 831.11 feet to a point; thence North 89 degrees 35'32" West, 596.18 fest to a Font; thence North 00 degrses 25'00* Eact, 831.11 feat to a point cn the Southerly right-of-way of raj_—,rwew .Avenue; thence along said right-of-way South 89 degrnas 35'24" Fast, 601.79 feet to the REAL POI"-" OF BEGINNING. Page 2 of 2 03,18%99 16:38 FAX 12083389387 ALLIANCE: 1'I1'LE J TICOR TITIE`TNSURANCE 13 4036 106 00002834 10002 /11 Issucd by: AL.I iANCE TTI'L.E AND ESCROW CORPORATION 1412 WEST IDAHO STREET P-0. BOX 7546 BOISE, ID 83707 (208) 336-6515 Authorized Signatory TICOR TITLE INSURANCE COMPANY By %/ President Altest Secretary JJJJJffj QoJJ�=to Co- JJJ�rrjjJJgqJJJJJJJMIJJJJJJJJJJ�JJJJJ —ALTA OWNER'S POLICY (t0-17.92) Reoraor Form No. 8934 Policy of Title Insurance American Land SUBJECT TO THE EXCLUSIONS FROM 2. Any defect In or lien or encumbrance on the Title Association COVERAGE,THE EXCEPTIONS FROM title; Owner's Policy (10-17-92) COVERAGE CONTAINED IN SCHEDULE B 3. Unmarketability of the title. AND THE CONDITIONS AND STIPULA- 4. Lack of a right of access to and from the TIONS, TICOR TITLE INSURANCE COM- land. PANY, a California corporation, herein called the Company, insures, as of Date of Policy The Company will also pay the costs, shown in Schedule A, against loss or damage, attorneys' fees and expenses Incurred in not exceeding the amount of Insurance stated defense of the title, insured, but only to the in Schedule A, sustained or incurred by the n extent provided in the Conditions and insured by reason of: Stipulations. This policy shall not be valid or binding until 1. Title to the ettate or Interest described in countersigned below by an authorized signa- Schedule A being vested other than as tory of the Company. stated therein; Issucd by: AL.I iANCE TTI'L.E AND ESCROW CORPORATION 1412 WEST IDAHO STREET P-0. BOX 7546 BOISE, ID 83707 (208) 336-6515 Authorized Signatory TICOR TITLE INSURANCE COMPANY By %/ President Altest Secretary JJJJJffj QoJJ�=to Co- JJJ�rrjjJJgqJJJJJJJMIJJJJJJJJJJ�JJJJJ —ALTA OWNER'S POLICY (t0-17.92) Reoraor Form No. 8934 10, y 10 -JO rAA 14U0JJ02fJ0i ALLIAiNLL 111LG cac Premium Amount: $ 6,390.00 S C H g D U L g- A Order No.: 97071401 KS Policy No.: 13 4036-106 02834 Date of Policy: MAY 19, 1998 at 4:20 P.M. Amount of Insurance: $ 1,764,764.75 1. Name of Insured: HERMES ASSOCIATES, LTD 2. The estate or interest in the land which is covered by this Policy is: FEE SIMPLE 3. Title to the estate or interest in the land is vested in: HERMES ASSOCIATES, LTD., a Utah limited partnership 4. The land referred to in this Policy is described as follows: situate in State of IDAHO, County of ADA: PARCEL 1 A parcel of land located in the Southwest Quarter of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at the West Quarter corner of said Section 9, from which the Northwest corner of said Section 9 bears North 01 degrees 0814211 East, 2649.45 feet; thence along the West boundary line of said Section 9 North 01 degrees 08'42" East, 614.24 feet (formerly described as North 01 degrees 08'10" East, 615.32 feet); thence leaving said West boundary line South 88 degrees 51'50" East, 70.00 feet to a point on the exterior boundary line of Crossroads Subdivision No. 1 as filed in Book 65 of Plate at Pages 6644 and 6645, records of Ada County, Idaho, said point also being the REAL POINT OF BEGINNING; thence along said exterior boundary the following nine courses: South 88 degrees 51'50" East, 10.56 feet (formerly described a6 10.00 feet) to the beginning of a curve to the left, thence along said curve 31.42 feet, said curve having a radius of 20.00 feet, a central angle of 90 degrees 00'00", and a long chord of 28.28 feet which ears Schadura:k_ �•�Y ,� ° `'� X74 01/18/99 18:38 FAX 120833893 ALLIANCE TITLE ^ 0 004 Order No.: 97071401 KS North 46 degrees 08'10" East, to the point of tangency; thence North 01 degrees 08110" East, 110.00 feet to the beginning of a curve to the right; thence along said curve 31.42 feet, said curve having a radius of 20.00 feet, a central angle of 90 degrees 00'0011, and a long chord of 28.28 feet which bears North 46 degrees 08'10" East, to the point of tangency; thence South 88 degrees 51150" East, 10.00 feet to the beginning of a curve to the left; thence along said curve 31.42 feet, said curve having a radius of 20.00 feet, a central angle of 90 degrees 00'00", and a long chord of 28.28 feet which bears North 46 degrees 08110" East, to the point of tangency; thence North 01 degrees 08'10" East, 10.00 feet; thence South 88 degrees 511501, East, 395.96 -feet to the beginning of a curve to the right; thence along said curve 208.58 feet, said curve having a radius of 245.57 feet, a central angle of 48 degrees 4010011, and a long chord of 202.37 feet which bears South 64 degrees 31'49" East, thence leaving said curve and continuing along said exterior boundary line and the Southerly extension thereof South 01 degrees 08113" West, 704.72 feet to a point on the East-West centerline of said Section 9; thence along said East-West centerline North 89 degrees 201421, west, 660.43 feet (formerly described as North 89 degrees 21'14" West) to a point on the East right-of-way line of North Eagle Road (State Highway 55); thence along said right-of-way line North 01 degrees 08'42" East, 613.65 feet to the REAL POINT OF BEGINNING. PARCEL 5 A parcel of land located in the Northeast Quarter of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho;, more particularly described as follows: COMMENCING at the corner common to Sections 4, 5, 8 and the said Section 9; thence South 89 degrees 22110" East, 2659.63 feet to the Quarter corner common to said Sections 4 and 9; thence South 00 degrees 48'14" West, 49.74 feet to a point on the Southerly right-of-way of Fairview Avenue, said point being the REAL POINT OF BEGINNING; thence continuing along the North-South mid-section line -2- Owner's Schedule A-conilnued (C r. � UJ. 10. JJ 1V JJ ! n.i 1�.uJJJUJJV ALL1 L. 111LX- 'tzJVUJ Order No.: 97071401 KS South 00 degrees 4811411 West, 831.11 feet to a point; thence North 89 degrees 35132" West, 596.18 feet to a point, thence North 00 degrees 25,00" Fast, 831.11 feet to a point on the Southerly right-of-way of Fairview Avenue; thence along said right-of-way South 89 degrees 3512411 East, 601.79 feet to the REAL POINT OF BEGINNING. END OF SCHEDULE A -3- _r =fi rt Owners ScAedLd• A-corNinu•d 03/18/99 18:39 FAX 1208338938 ALLIANCE TITLE .-� rO006 S C H E D U L E B ORDER NO.: 97071401 KS POLICY NO.: 13 4036-106 02834 THIS POLICY DOES NOT INSURE AGAINST LOSS OR DAMAGE BY REASON OF THE FOLLOWING: [Exceptions] 1. Reservations or exceptions in patents or in Acts authorizing the issuance thereof. 2. General Taxes for the year 1998, a Lien but not yet due and payable. 3. The Land described herein is located within the boundaries of the CITY of MERIDIAN. Any assessments are paid current. 4. The Land described herein is located within the boundaries of the NAMPA-MERIDIAN Irrigation District. Any assessments are paid current. 5. Negative Easement and Restrictions contained in Warranty Deed, and the Terms and Conditions thereof: In Favor of STATE OF IDAHO Recorded JANUARY 24, 1956 Instrument No. 389346 AFFECTS PARCEL 5 6. Agreement, and the Terms and Conditions contained therein: Between GEORGE E. STANG and HANNAH W. STANG, husband and wife and C.H. STEWART and ALLICE E. STEWART, husband and wife Recorded SEPTEMBER 2, 1954 Instrument No. 364731 Purpose IRRIGATION DITCH RIGHT-OF-WAY 7. Minerals and Mineral rights as reserved to UPLAND INDUSTRIES CORPORATION, a Nebraska corporation by Special Warranty Deed recorded AUGUST'31, 1990, as Instrument No. 9047045, records of Ada County, Idaho. 8. Easement, and the Terms and Conditions thereof: -1- f '- ;� gl;) . AN Extsndod Ownar'a Schodulo 0 . Pan 1 J, 1 JJ +v .i .� aAJ. +�VJJJVJJJ� ALL{Aa\L,L {1{LL i4Q UUI Imo\ r\ ATTACHED TO AND'`-)LDE A PART OF TICOR TITLE : _, RANGE COMPANY POLICY NO.: 13 4036-106 02834 Order No.: 97071401 KS In Favor of MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY, a corporation Purpose COMMUNICATION FACILITIES AND INCIDENTAL PURPOSES Recorded JUNE 28, 1990 Instrument No. 9034208 AFFECTS PARCEL 5 9. Negative Easements, Conditions, Restrictions and Access Rights contained in the Deed to the State of Idaho Recorded NOVEMBER 25, 1988 Instrument No. 8857970 And amended by Exchange Dead recorded April 8, 1994 as Instrument No. 94032501. AFFECTS PARCEL 1 10. Easement, and the Terms and Conditions thereof: In Favor of ADA COUNTY HIGHWAY DISTRICT Purpose TEMPORARY ACCESS ROAD BETWEEN THE PROPOSED CROSSROADS SUBDIVISION NO. 5 AND FAIRVIEW AVENUE Recorded OCTOBER 1, 1997 Instrument No. 97081013 AFFECTS PARCEL 5 11. Any Rights, Interests, or Claims which may exist or arise by reason of the following facts shown on survey by Hubble Engineering, Job No. 98-001, dated March 23, 1998: A. Landscaped berm areas apparently maintained by Ramon Yorgason and/or the Association for the benefit of the Crossroads Subdivision (Affects Parcel 1) B- Irrigation ditches and facilities located on the South and East portion of Parcel 1 C. Irrigation ditches and facilities'located on the South, East, North, and midway through Parcel 5. D. A diversion structure for pressure irrigation system for Crossroads Subdivision located on the South adjacent to Lot 2 of the Crossroads Subdivision. END OF SCHEDULE B-1 Extended Owner's SchedUle B - Pert 7 (4) AFFIDAVITS OF LEGAL INTEREST Developers Diwersi.fied November 19. 1999 JOAN U. ALLGOOD ViCC rms;dcx. scocury and Gcoef l Counsd VIA FACSIMILE (208) 887-1297 Ms. Shari Stites Planning Department City of Meridian 200 E. Carlton Meridian, Idaho 83642- Re: 3642 Re: Authorization to File Applications Dear Ms. Stiles: With respect to property located at the intersection of W. Fairview Avenue and Records Avenue, please be advised that Larry J. Durkin. President of Dakota Company, Inc., is authorized to execute and deliver to the City of Meridian the following documents on behalf of Hermes Associates. Ltd. and Developers Diversified Realty Corporation: 1- Application for Conditional use Permit; 2. Application for Preliminary Plat and/or Final Plat', and 3. Any other documents required in connection with the fling and processing of such Applications. Very truly yours, JUA:ck cc: Larry J. Durkin 3300 Enterprise Parkway. P.O. Bax 228042. Boachwood,.Ohio 44172 Td_ (216) 755-5656 - Fax: (216) 755-1656 or (216) 7554678 - }altgoodM&Irc-com AFFIDAVIT OF LEGAL INTEREST STATE OF OHIO ) SS: COUNTY OF CUYAHOGA ) 1, JOAN U. ALLGOOD, 3300 Enterprise Parkway, Beachwood, Ohio 44122, being first duly swom upon oath, depose and say: 1. That Hermes Associates, Ltd. is the record owner of the property described on the attached, and I grant my permission to The Dakota Company, Inc. to submit the accompanying application pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian, Idaho, and its 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 30 -0� day of November, 1999. I-IERMES ASSOCIATES, LTD., a Utah limited partnership By DDR Family Centers LP, its General Partner By DDR Do.vnREIT LLC, its General Partner By Developers Diversified Realty Corporation, Its Managing Member By: , JOAN U. ALLG OD Vice President SUBSCRIBED AND SWORN to before me the day and year first above written..:. Notary Public CAT"EAINE B. KIETCK/1 r� NOIa:y rUhi::C. s1,Ie o1 Ohio A1- Corr:.i :ion Expires neermher 77 2001. MAILING LIST - 300' PROPERTY OWNERS FaX TOO ram From Ryan Wheeler 'z9 "mm. ons. L,7aa9 ❑ Urgefl! FOf Rwlrw 0 PNess Cg1MN11! ❑ Plisse RvOY ❑ PIANso Racydo • Cdf1f1nentim l abed •`nno:o1 00-LZ-unf •`b98988880Z `UBTPT 9n �O ATTO :/fig ;uag ZAGMag ROAD PROPERTY PROPERTY 0MER ADDftSS LIST WITHIN 300;;- 'SET BLUECROSS OF ID HEALTH SERV PATERSON RYAN D 3000 E PINE AVE 3532 E PRESIDENTIAL DR MERIDIAN ID 83642-5995 MERIDIAN ID 83642-0000 ELIXIR INDUSTRIES NOYES DAVID L AND 17905 S BROADWAY ST BEEBE CONNIE L GARDENA CA 90248-3509 3500 E PRESIDENTIAL DR 725 N EAGLE RD MERIDIAN ID 83642-0000 TFCM ASSOCIATES LLC BLANCHARD SHAWN 455 E 500 SOUTH STE 400 3468 E PRESIDENTIAL DR SALT LAKE CITY UT 84111-0000 MERIDIAN ID 63642-6016 N EAGLE RD PHILLIPS ROBERT L & HUYNH THAN VAN & NGUYEN MY THI PHILLIPS MICHELLE L DAO HIEU M & HUYNH MAI TRINH 3437 E PRESIDENTIAL DR 3463 E EISENHOWER DR MERIDIAN ID 83642-6016 MERIDIAN ID 83642-0000 DUNCAN KELLIE A HERMES ASSOCIATES LTD 3521 E PRESIDENTIAL DR 3300 ENTERPRISE PKWY MERIDIAN ID 83642-0000 BEACHWOOD OH 44122-0000 E PRESIDENTIAL DR GRIST JIMMIE W & GRIST KAREN E HINER LLOYD W & 958 N FILLMORE WAY HINER SHARON K MERIDIAN ID 83642-0000 3471 E EISENHOWER DR MERIDIAN ID 63642-0000 SHARP ROBERT.H & SHARP MARY JO BORCHARDT KEVIN & 963 N FILLMORE WAY BORCHARDT TINA MERIDIAN ID 83642-6017 1071 N FILLMORE WAY MERIDIAN ID 83642-6018 MOXLEY SALLY RAE 937 N FILLMORE WAY HART FLOYD L MERIDIAN ID 83642-6017 3483 E EISENHOWER DR MERIDIAN ID 83642-6019 BARNES DAVID E & BARNES CYNTHIA SCHWARTZ JEFFREY A & BERRY C 901 N FILLMORE WAY BECKER JEFFREY L MERIDIAN ID 83642-6017 19281 SAN MARCOS RD SARATOGA CA 95070-0000 EVANS ANNE B. 3517 E EISENHOWFR DR 3534 E JUDICIAL DR MERIDIAN ID 83642-6023 SOUTHERN GAROLD L 1043 N FILLMORE WAY SHRONTZ DAVID LEE & MERIDIAN ID 83642-6018 SHRONTZ AMY DAWN 3512 E JUDICIAL DR CROSSROADS NEIGHBORHOOD ASSOC MERIDIAN ID 83642-6023 PO BOX 409 MERIDIAN ID 83680-0000 E PRESIDENTIAL DR z abed •`WdE0.01 00-LZ-unf `V99988880Z `USTPT ON �O A1t0 :A9 1uaS LAWRENCE WENDELL JR & LAWRENCE KATHLEEN 889 N FILLMORE WAY MERIDIAN ID 83642-6034 BIRD GERALD T & BIRD KRISTINE I 863 N FILLMORE SPAY MERIDIAN ID 83642-0000 TAYLOR MICHAEL JOHN 3485 E JUDICIAL DR MERIDIAN ID 83642-6033 GARIBOVIC KASIM & GARIBOVIC ZEJNA 3533 E JUDICIAL AVE MERIDIAN ID 83642-0000 SHEIVOCK RICHARD E & SHELVOCK SUZANNE H 3511 E JUDICIAL DR MERIDIAN ID 83642-0000 GEMTONE INC PO BOX 2727 BOISE ID 83701-2727 0 N EAGLE RD VJ JOINT VENTURE 3084 LANARK ST MERIDIAN ID 83642-5918 N EAGLE RD tiie abed `wveo:o� 00-1Z-unf `v5eseeeeoz `ueTPTJOW �o ATo :As }uaS (6) STATEMENTS OF COMPLIANCE - Statement of compliance with ACHD requirements, Meridian Ordinances, City Of Meridian Comprehensive Plan, connection to City services, comply with City Ordinances, include required easements, street name compliance with City grid system. - Letter stating applicant will post property with public hearing notice - Statement that no variances requested - Statement of conformance with approved preliminary plat - Statement of conformance with all requirements and provisions of the ordinance - Statement of conformance with all acceptable engineering, architectural and surveying practices and local standards /'1 DAKOTA June 30, 2000 COMPANY, INC. Ms. Shari Stiles Planning Director/Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Preliminary & Final Subdivision Plat Application Presidential Subdivision - Statement Of Compliance Dear Ms. Stiles: With respect to the above application, please be advised that the Preliminary and Final Plat will be in full compliance with the following: Streets, curbs, gutters and sidewalks will be constructed to standards as required by Ada County Highway District and Meridian City Ordinance. Dimensions will be determined by the City Engineer. All sidewalks will be a minimum of 5' in width. - The proposed use is in conformance with the City Of Meridian Comprehensive Plan. - The development will connect to and extend city services as required. The development will comply with City Of Meridian Ordinances. Preliminary and Final Plat will include all required easements. Street names will not conflict with City Of Meridian grid system. Sincerel , Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD. SUITE 100 BOISE, IDAHO 83706 n June 30, 2000 Ms. Shari Stiles DAKOTA COMPANY, INC. Planning Director/Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Preliminary & Final Subdivision Plat Application Presidential Subdivision - Statement Of Compliance Dear Ms. Stiles: W With respect to the above application, please be advised that the Preliminary and Final Plat application, pleased be advised that the Applicant will post a "Public Hearing Notice" on the subject property one week prior to the City Of Meridian Planning And Zoning Commission meeting that the Applicant has applied for a preliminary and final plat and a Public Hearing will be held. The notice will provide the name of the Applicant, description of the application and time and date of the Public Hearing, Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD. SUITE 100 BOISE, IDAHO 83706 r DAKOTA COMPANY, INC. June 30, 2000 Ms. Shari Stiles Planning Director/Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Preliminary & Final Subdivision Plat Application Presidential Subdivision - Statement Of Compliance Dear Ms. Stiles: With respect to the above referenced Preliminary and Final Plat application, pleased be advised that no variances from the City Of Meridian Ordiances are being requested. Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD. SUITE 100 BOISE, IDAHO 83706 DAKOTA COMPANY, INC, June 30, 2000 Ms. Shari Stiles Planning Director/Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Preliminary & Final Subdivision Plat Application Presidential Subdivision - Statement Of Compliance Dear Ms. Stiles: With respect to the above referenced Preliminary and Final Plat application, pleased be advised that the Final Plat will be in full compliance with all the Conditions Of Approval as determined during the Public Hearing before the City Of Meridian Planning And Zoning Commission and Meridian City Council and finalized in the Findings Of Fact And Conclusions Of Law. Sincerely, C� Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD, SUITE 100 BOISE, IDAHO 83706 DAKOTA COMPANY, INC. June 30, 2000 Ms. Shari Stiles Planning Director/Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Preliminary & Final Subdivision Plat Application Presidential Subdivision - Statement Of Compliance Dear Ms. Stiles: With respect to the above referenced Preliminary and Final Plat application, pleased be advised that the Final Plat will be in full compliance with acceptable engineering, architectural and surveying practices and standards. Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD, SUITE 100 BOISE, IDAHO 83706 r"'s /`N mm� r'n�z 1 1% N. ROSARIO ST. cl LN J^ N. ROSARIO ST. -- rna N m t0 m Z _ -oN < U Z rn — 09 m p z, orn M Z I 70, m m`� ( A s i N 7,7 - _ J A N o —_ a w \ V — Lw N rn U O O w � rn co" T (A� m Z N 1�— � m N m. 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A > I �I L-- ------ -- -T--------- --------- ___________ i '�J I ^ larroi il} I l / J /=J I J rSI (4 I J - •+r o� �i QQE�o�; pT}�gp�p as a � a ax.0e ccc� tQ a �[v qR !a�eIt q i ! • P" leo vE » 7 ROSARIO ST. — - — cl A gda O 0 to ' m O V Z Z T — m Z rn T 1 IV � m m �— Si n a N m m tO - m m 7 ROSARIO ST. — - — cl A gda O 0 to ' m O V Z Z T — m Z rn T 1 IV � az, � > No 4 3AiinZ)3X3/3NId E� 09Z DGZZ 0� r 09 001' rm 4 4 c 9 C-) N m m rLi p p r G m c m i o N r N b D i a o g (AVM-30-1HJIa '13 06) (.OST) t ----—— - - - --- ----- -----——-——--- ------ (AVM-J0-1H0Id 'ij 06) I h1j�f► 1332J1S 3NId I I I S i s I I I 1 A S I I 1 F I I I I I I I I I X 4 1 I I i I D I .1N IN rrl I I I I O I I 0 I I I I I h l I H1aoN IIII ul a� 2 3�jnoij GEOTECHNICAL ENGINEERING STUDY For The: THE FAMILY CENTER AT MERIDIAN, IDAHC] NORTH EAGLE ROAD & FAIRVIEW AVENUj MERIDIAN, IDAHO Prepared by: ENGINEERING & INSPECTION SERVICES, INC. Geotechnical Engineering, Materials Testing and Special Inspection Services 11880 West President Drive, Suite H Boise, Idaho 83713 (208) 377-9707 fax (208) 377-9779 Prepared for: Mr. Torn Bauwens Dakota Company, Inc 380 Park Center Boulevard, Suite 100 Boise, Idaho 83706 SISI File Number 8880001 Date June 24, 1998 a rte_.-igIneer[ng & (nspect on -Lices, Inc. 11880 best President, Suite H Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 June 24, 1998 EISI File No. 8880001 Mr. Tom Bauwens Dakota Company, Inc. 380 Park Center Boulevard, Suite 100 Boise, Idaho 83706 Re: Geotechnical Engineering Study The Family Center at Meridian, Idaho North Eagle Road and Fairview Avenue, Meridian, Idaho Gentlemen: As per your request, Engineering & Inspection Services, Inc. (EISI) has performed a geotechnical engineering study for The Family Center to be located at the corner of North Eagle Road and Fairview Avenue in Meridian, Idaho. Our study consisted of a site reconnaissance, subsurface exploration, a review of available literature and a review of the design information provided. Based on our field study and laboratory testing, the site is suitable, from a geotechnical standpoint, for the proposed retail development provided the recommendations presented in this report are incorporated into the project plans and specifications and are adhered to during construction. During our exploration, test boring and test pits were drilled and excavated at selected locations and soil samples were submitted for laboratory testing. The results of the exploration and analysis indicate that conventional spread and / or continuous wall footings appear to be the most suitable type of foundation for the support of the proposed building structures. The results of this study, together with our recommendations, are to be found in the following report. We have provided two copies for your review. Net allowable soil pressures of up to 2000 PSF may be used for foundations founded upon the cemented silt materials present approximately 3.0-3.5 feet below the existing surfaces. In locations where not less than eighteen inches of structural fill supports the foundations, a net allowable soil pressures of up to 3000 PSF may be used. Such fill Page 2 of 19 -Agl peer€ng [Inspection .amw � Inc. ME 11950 West President, Suite H Boise, Idaho 93713 208-377-9707 Fax 208-377-9779 1-500-279-9707 materials must extend to the cemented silt materials. A net allowable soil pressures of up to 1500 PSF may be used for foundations founded upon the recompacted and approved native silty sand and sandy silt soils materials. Additional construction recommendations concerning structural fill construction, foundation embedment depth, lateral earth pressures, compaction requirements, pavement section designs and other construction concerns are provided within this report. We appreciate this opportunity to be of service and look forward to working with you and your construction / design team during the construction of this project. Should you have any questions or require additional information, please contact our office at your convenience. services, Inc. Bob J. Arnold, PE President Page 3 of 19 Robert M. Schumacher, PE General (Manager TABLE OF CONTENTS -.iginesring & En-pection-,arv-ices, Inc. 11880 West President, Suite H Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 TITLEPAGE...........................................................................................................1 TABLEOF CONTENTS.........................................................................................4 SUBSURFACE EXPLORATION AND FOUNDATION RECOMMENDATIONS ..... 5 Introduction................................................................................................ 5 Authorization..............................................................................................5 Purpose....................................................................................................... 6 Warranty& Limitations..............................................................................6 DESCRIPTIONOF SITE.........................................................................................6 SiteLocation...............................................................................................6 Site Topography & Drainage.....................................................................6 SiteGeologic Setting.................................................................................7 Site Hydrologic Setting..............................................................................7 SiteSeismic Setting...................................................................................8 FIELDEXPLORATION...........................................................................................8 General........................................................................................................ 8 Drilling and Sampling Procedures............................................................9 LaboratoryTesting.....................................................................................9 Description of Foundation Materials........................................................10 FOUNDATION DISCUSSION AND RECOMMENDATIONS..................................11 ProjectDescription....................................................................................11 Foundation Design Recommendation......................................................11 Lateral Earth Pressures.............................................................................12 Earthwork....................................................................................................12 SubgradeStabilization..............................................................................14 StructuralFill..............................................................................................14 GeoseismicSetting....................................................................................14 Excavations................................................................................................15 Slab -On -Grade Floors................................................................................15 Groundwater & Stormwater Control.........................................................16 Recommended Flexible Pavement Design..............................................17 Recommended Rigid Pavement Design...................................................19 GeneralComments....................................................................................19 t Page 4 of 19 41880 gest President, Suite H E101 Boise, Idaho 83743 208-377-9707 Fax 208-377-9779 4-800-279-9707 SUBSURFACE EXPLORATION AND FOUNDATION RECOMMENDATIONS Introduction This report presents the results of the geotechnical engineering study for The Family Center, located at the comer of North Eagle Road and Fairview Avenue in Meridian, Idaho. Authorization Work was performed in accordance with our Proposal dated April 24, 1998. Written authorization to proceed was provided on April 28, 1998. Purpose & Scope The purpose of this geotechnical engineering study was to determine the various soil profile components, the engineering characteristics of the foundation materials and to provide criteria for use by the design engineers in preparing the foundation and pavement designs for a proposed structure. The scope of work included an initial review of the available published geotechnical and geologic data pertinent to the project site, a field study consisting of a site reconnaissance, excavation of test pits and the characterization of the soil and groundwater conditions to formulate a description of the subsurface conditions. Finally, an engineering and geologic analysis of the data gathered was utilized during the development of our recommendations and the preparation of this report summarizing our recommendations, conclusions, and findings regarding the geotechnical aspects of the project site. All available field and laboratory data and the design information provided by others were used to make engineering evaluations of the foundation materials. Recommendations are based upon the available data as described herein. Page 5 of 19 -19ineering & I Spection—1&ivrFC9ea [nC. 11880 West President, Suite H Eloise, Idaho 53713 EIS1 205-377-9707 Fax 208-377-9779 1-500-279-9707 Warranty & Limitations The exploration and analysis of the foundation conditions as described herein are considered sufficient in detail and scope to form a reasonable basis for the foundation and pavement designs for the proposed structure. The recommendations submitted are based on the available soil information and the preliminary design details furnished by the client and the proposed contractor. Any revision in the plans for the proposed structure from those described in this report or deviations from the noted subsurface conditions should be brought to the attention of this consultant. Engineering & Inspection Services, Inc. warrants that the findings and recommendations contained herein, have been promulgated after being prepared in accordance with locally accepted professional engineering practice. No other warranties are implied or expressed. DESCRIPTION OF SITE Site Location The site is currently an agricultural parcel. More specifically, this investigation was performed on property known as Parcels 1 through 5 of the Crossroads Subdivision located in the NW%, Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. The site is bordered by the North Eagle Road to the west, Fairview Avenue to the north, and residential subdivisions on the remaining perimeters. Site Topography & Drainage The approximately 72.5 acre subject property was a vacant, agricultural parcel. With the exception of surface irrigation improvements, no structures or improvements were present. The site appears to have been historically land leveled. Overall, the subject site was relatively flat. During drilling and excavation activities, the site was firm and stable and field equipment had no difficulty traversing the site. During a subsequent site visit, the site was impassable in a pickup truck after a few hours of rain. This condition included the onsite field and ditch access roads. t Page 6 of 19 -iglneertng & Inspection -�rv[ces, fmcr 11880 West President, suite H EISI Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 Site Geologic Betting The subject site is located within the Boise Valley which is directly underlain by a thick sequence of alluvial sands and gravels. These sediments are loosely named the Boise River Gravels which consist of unconsolidated clay, silt, sand, gravel, and cobbles which were deposited as river floodplain and stream overwash from the Boise River. They tend to have imbricated, well rounded clasts, poor sorting and crude stratification and are made up of beds of gravel and lenses of cross bedded sand suggesting deposition in braided channels. The Boise River Gravels have been subdivided into smaller units based on their age and are exposed as distinct alluvial terraces. Five of these terraces are well exposed in the Boise area, range in age from Middle Pleistocene to Recent (0 - 0.9 million years ago) and are usually mantled with a silty loess. The terraces are usually mantled with a silty loess. At the loess -gravel contact a duripan layer usually forms which varies from weakly cemented sands and silts to a well defined caliche. The test pits installed at the site penetrate clays, silts and sands of the Whitney Terrace. Site Hydrologic Betting Groundwater in the Boise River Valley occurs in two distinct aquifers. The shallow aquifer occurs in the coarse alluvial gravelly sands and a second, deeper aquifer occurs in the lacustrine sands and silts of the Idaho Group. Depth to the shallow aquifer is normally coincident with elevations of the Boise River in the lowest river terraces. The shallow aquifer is recharged each year during the irrigation season and water levels in the shallow aquifer start to rise at the beginning of the irrigation season (March -April) and decline at the end of the irrigation season (October -November). During our study, groundwater was not encountered in the majority of the test borings and pits. However, groundwater was encountered in Test Pit E, Test Pit G, Test Pit 9+ at 3.5 feet, at 8.5 feet, 4.5 feet, respectively. In relatively pervious soils, as are present at this site, groundwater elevations in test pits are reliable indicators of the actual water table. In impervious soils, the accurate determination of groundwater elevations may not be possible even after several days of observation. Water volume entering the pit depends greatly on permeability of the surrounding soils. a Page 7 of 19 gineerin Inspection,,- Lnlces, Inc. 11880 west President, Suite H Boise, Idaho 93713 EISI 208-377-9707 Fax 208-577-9779 1-SM279-9707 Site Seismic Setting The study area falls in seismic risk zone 2b, a region of moderate seismic risk based on the 1994 Uniform Building Code ranking. Epicenters have been located near Idaho City, Cascade, Weiser and in Owyhee County. The highest intensity earthquakes felt in the area have been the intensity VII event of May 12, 1916 centered north of Boise, the intensity V event of May 26, 1916 about twenty five miles to the northeast of Boise and the IV event of April 3, 1978 about forty five miles to the north-northwest. The Hegben Lake, Montana earthquake and aftershocks were felt as events of intensity IV and V, and the Borah Peak earthquake, of Richter Magnitude 7.3, was felt as intensity VI in Boise. A principal potential source of earthquake activity is in the Idaho Batholith Region to the north. A maximum credible earthquake for this zone is magnitude 7.5 to 8. In the period covered by available reporting, an intensity VII or VIII event is the greatest reported within a 100 mile radius of the site. Recent geologic mapping indicates the presence of faults which are probably active trending north -south to the north of Emmett, approximately 80 miles northwest of the project site. Faulting is present along the Boise front, though there has been no recent record of activity in these faults. Recent movement is also evident at a scarp offset about 25 miles southwest of Mountain Home Air Force Base on the Halfway Gulch Front. FIELD EXPLORATION & FINDINGS General The field exploration to determine the engineering characteristics of the near surface soil materials included a reconnaissance of the project site, the excavation of eleven test boring and twenty-four testing pits and the recovering of disturbed and undisturbed soil samples. The test locations were positioned by EISI to be near proposed structure foundation lines. Test locations were located in the field using a client supplied proposed site plan and normal pacing procedures. Test locations are shown on the site plan and are accurate to within 50'. a Page 8 of 19 E��,s, —ig neer ng &Inspection -Zrvicesg Inc. 11590 west President, suite H Boise, Idaho 93713 209-377-9707 Fax 209-377-9779 1-900-279-9707 Drilling and Sampling Procedures Test borings were drilled using a Mobile B50, truck mounted drill rig and a hollow stem auger. The test pits were excavated using a Ford 510 backhoe with a twenty-four inch wide bucket, both operated by R. P. Jones Drilling of Boise, Idaho. Drilling was performed in accordance with ASTM Test Method D1452. Standard penetration tests were performed using eighteen inch long, split spoon samplers run through six inch outside diameter, hollow -stem, continuous flight augers. Representative samples were obtained using split -spoon sampling procedures in general accordance with ASTM D-1586. The samples were field classified in accordance with ASTM D-2488 and labeled according to boring number and depth. Samples were sealed in plastic storage bags and transported to the laboratory for further testing in accordance with ASTM D-4220. The samples obtained by this procedure were field classified, identified according to location and depth and transported to the laboratory for additional testing. Laboratory Testing A supplemental laboratory testing program was conducted to determine additional engineering characteristics of the foundation soils. The laboratory testing program included supplementary visual classifications, Liquid Limit, Plastic Limit and Plasticity Index testing (ASTM Test Method D 4318), Sieve Analysis testing (ASTM Test Methods C 117 and C 136) and Moisture Content testing (ASTM Test Method D 2216) on selected samples. All phases of the laboratory testing program were conducted in general accordance with applicable ASTM Standards and the results are provided on the test location logs located in Appendix. Page 9 of 19 --igineering & Inspection - andices, [nc. 1 f 880 west President, suite H Boise, Idaho 83713 EISI 208-377-9707 Fax 208-377-9779 1-800-279-9707 Description of Foundation Materials The foundation materials encountered have been classified and described in detail on the test pit and boring logs provided in the Appendix. The stratification of the soils, as shown on the logs, represents the soil conditions in the actual test excavation locations. Variations may be expected to occur between the pits. The provided depths to the interface between soil strata can be assumed to be accurate to within a few feet. It is recommended that the test pit logs not be used for estimating quantities due to the difficulties interpreting between pits spaced at an interval of up to 100 feet. The soil profile at this site appeared to be inconsistent and non -continuous. A generalized soil profile indicates three distinct horizons. HORIZON 1. Consists of the lean clays, lean clays with sand and sandy silts. This layer contains the organic topsoils, was typically loose and in a slightly moist to moist state. Over most of the site, this layer is cultivated for farming purposes. HORIZON 2. Consists of the silty sands. It was typically loose to medium dense at the top and became firmer with depth due to increasing cementation, (duripan) This layer was in a slightly moist to moist state, HORIZON 3. Consists of the brown gravels with silts and sands. This layer was typically medium dense to dense (sometimes cemented at the top) and in a moist to wet state. This layer typically grades to coarser gravels and cobbles with depth and becomes saturated with depth. Test pits were terminated near the top of this layer. This strata is known to range in thickness of up to two hundred feet in the Treasure Valley area. Page 10 of 19 --tgrneermc Inspection arvices, inc. 11880 West President, Suite H Boise, Idaho 83713 EISI 208-377-9707 Fax 209-377-9779 1-800-279-9707 FOUNDATION DISCUSSION AND RECOMMENDATIONS PROJECT DESCRIPTION The purpose of this section is to enumerate details of the proposed structure. The following information was provided by the client. It is understood that various wooded and concrete masonry unit structures are anticipated with the associated parking areas and driveways. Conventional spread and strip footing foundations are contemplated. Slab -on - grade concrete floors are planned with finish floor elevations not yet determined. Maximum wall loads of ten kips per lineal foot and maximum column loads of seventy kips have been assumed. Column spacing of not more than fifty feet are anticipated. Both Portland Cement and Asphaltic Cement parking and driveway areas are anticipated and therefore pavement section recommendations have been requested. Foundation Design Recommendations Various foundation types have been considered for the support of the proposed structure. Two requirements must be fulfilled in the design of foundation. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability; and secondly, the differential settlement must not exceed an amount which will produce adverse behavior of the superstructure. The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed construction, it is recommended that the structures be founded upon conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design and construction recommendations are observed. Net allowable soil pressures of up to 2000 PSF may be used for foundations founded upon the cemented silt materials present approximately 3.0-3.5 feet below the existing surfaces. In locations where not less than eighteen inches of structural fill supports the foundations, a net allowable soil pressures of up to 3000 PSF may be used. Such fill materials must extend to the cemented silt materials. A net allowable soil pressures of up to Page 11 of 19 Or E sneer ng & Inspects(a& Ec e 11580 West President, Suite H Boise, Idaho $3713 203-377-9707 Fax 205-377-9779 1-900-279-9707 1500 PSF may be used for foundations founded upon the recompacted and approved native silty sand and sandy silt soils materials. If required, the depth ofclean, compacted structural fill will need to be confirmed by the selected testing and inspection firm during construction. If less than eighteen inches of fill is present, then a lower bearing capacity of 2000 PSF should be utilized. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. Lateral Earth Pressures Lateral earth pressures are dependent on the configuration of the backfill materials and their moisture content. Backfill materials should be classified as Soli, GW, GP, SP or SW as per ASTIVI Designation D-2487. Two inch minus sand and gravel mixtures that are free draining are recommended. Detaining walls free to rotate should be designed using equivalent fluid pressures of thirty PCF. Walls restrained at the top should be designed using equivalent fluid pressures of sixty PCF. Both values assume backfill is level or sloped downward away from the wall. Backfilling should not be begin prior to the concrete wall obtaining the minimum strength provided by the project's structural engineer. A coefficient of friction of 0.40, on granular structural fill or 0.35, on native soil materials, should be used in determining frictional resistance between the foundation wails and the supporting soils. Earthwork Excessively organic topsoils and loose fill materials generally undergo high volume changes when subjected to bads which are detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that any organic materials, materials over six inches in size and loose fills present be stripped from all foundation areas. Exact depths of stripping should be adjusted in the field to assure that the organic zone is removed. a Page 12 of 19 tgIneenng & Inspection .-tces, [nc. 11880 idlest President, Brite H Boise, Idaho 83713 Eisl 208-377-9707 Fax 208-377-9779 1-800-279-9707 It is recommended that the final exposed subgrade be inspected by your selected testing and inspection firm before placement of any structural fill. This inspection should verify that the organic material has been removed and that no excessively soft areas are present. After the existing subgrade soils are excavated to design grade, proper control of the placement and compaction of the existing subgrade and new structural fills should be verified by inplace moisture and density testing and construction observation. This surface should meet the requirements of structural fill provided in this report. The recommendations for structural fill presented within this report should be utilized to minimize the volume changes and differential settlements which are detrimental to the behavior of footings. For structural fill, one in place density test per lift for every 2500 square feet is recommended. Soft or wet subgrade materials should be over excavated. Any over -excavation may be filled with structural fill, lean concrete or additional foundation thickness. Excavation equipment may disturb the bearing soils. For this reason, it is recommended that the bottoms of the excavations for footings be compacted in place by small compactors. The upper eight inches should be compacted to achieve the compaction requirements for structural fill materials. Trenches extending into the building envelope should be backfilled with structural fill materials in lifts of no greater than nine inches in uncompacted thickness. Trench backfill should be compacted to the minimum requirements for structural fill materials. Trenches outside the buildings should be backfilled in the same manner. The use of onsite materials to backfill trenches outside the building envelope is allowed provided moisture contents are acceptable for obtaining the required degree of compaction. Wet subgrade soils present on this project will deform or rut severely under tire equipment traffic. If wet conditions exist the construction of haul roads is recommended and the contractor is encouraged to use track mounted equipment. Any subgrade rutting that occurs should be viewed as contractor caused. Therefore any additional costs incurred because of rutting or deforming subgrade soils under rubber tire traffic should be borne by the contractor. Such costs may include over excavation and cement or lime stabilization of failed subgrades. Page 13 of 19 _1gineering & finspection _ anvic9s [,n.c® I188 West President, Suite H Boise, Idaho 83793 EIS1 208-377-9707 Fax 208-377-9779 1-800-279-9707 Subgrade Stabilization The client has expressed an interest in cement or lime stabilization of the subgrade for the entire development. Based upon our test results it appears that the near surface soils classify as lean clays and therefore may be suitable for either lime or lime/fly ash stabilization. There is the possibility that these materials may not be consistently plastic enough, (too low of Plastic Index), for lime stabilization. Portland Cement stabilization will work with both the lean clay surface soils and the sandy silts below the surface and above the cemented silt stratum but is more expensive. Specific samples of the subgrade soils will need to be gathered after design elevation are determined and tested for the benefits of chemical stabilization. Unless the subgrade soils are extremely wet or construction is planned during the wet weather months these soils may be dry enough for standard earthwork methods. Structural Fill Structural fill should consist of an six inch minus select, clean, granular soil with non- plastic fines. Each layer of structural fill should be compacted to a minimum density of 95 percent of the maximum dry density as determined by ASTM designation D-1557. The area of the compacted backfill must extend outside the perimeter of the foundation for a distance at least equal to the thickness of the fill between the bottom of the foundation and the underlying soils. It is recommended that all fill placement be monitored by a qualified engineer or his representative to ensure conformance with these recommendations. Geoseismic Setting This project site is located within a Zone 2B Area as per the 1994 edition of the UBC and the building structures should be designed as per the UBC requirement for this classification. A study by Greensfelder to determine the design maximum bedrock accelerations for the Idaho Department of Transportation's bridges and structures indicated a peak maximum accelerations expected in the vicinity of the project site are on the order of 0.10 g (where g = vertical acceleration). a Page 14 of 19 _igmsering & Inspect€on -Irvices, Inc. 11890 west President, suite H Boise, Idaho 83713 EISI 208-377-9707 Fax 209-377-9779 1-900-279-9707 Excavations It is recommended that excavations should not be allowed to stand open any longer than necessary to prevent foss of moisture. Shallow excavations that do not exceed three feet in depth may be constructed with side slopes approaching vertical. Below this depth, it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. The ability of the materials onsite to maintain a vertical or near vertical excavation when standing open without support over any extended period of time can be expected to be quite variable. For deeper excavations, the sandy gravel materials present below the cemented layer cannot be expected to remain in position and the potential for sudden trench wall collapse exists. Proper care must be taken to protect personnel and equipment. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture contents, weather, earth movements, equipment types and operations can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. Slab -On -Grade Floors Care must be taken so that all excavations made for the foundations are properly backfilled with suitable compacted materials. The building pad should be proof -rolled to confirm that it does not contain soft or deflecting areas. Testing should confirm that the specified degree of compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Structural fill should be placed in layers of not more than nine inches in uncompacted thickness, at moisture contents at or above optimum, and compacted to a minimum density of 92 percent of the maximum dry density as determined by ASTM designation D-1557. A granular mat should be provided below the floor slabs and should be a minimum of four inches in thickness and properly compacted. The mat should consist of sand or a sand - gravel mixture with non -plastic fines, with aggregates that all pass a 314 inch sieve and contain less than seven percent passing the #200 sieve. The mat should be compacted to a minimum density specified above. Page 15 of 19 _t ineer[ng & Inspection � � � r Inc. 11550 best President, suite H Boise, Idaho 53713 Elsi 205-377-9707 Fax 205-377-9779 1-500-279-9707 All slab -on -grade floors should be suitably reinforced to make them as rigid as possible. Proper joints should be provided at the junctions of the slab and foundation system so that a small amount of independent movement can occur without causing damage. Large floor areas should be provided with joints at frequent intervals to compensate for concrete volume changes. Shear control methods such as keyways or dowels are recommended in areas to be subjected to heavy or repeated fork lift traffic. Slab thickness, joint spacing and shear control should be designed by the project structural engineer based upon a Modulus of Subgrade Reaction of K =75 PSI per inch. Groundwater & Stormwater Control Groundwater was encountered during the investigation and may raise to higher elevations during the irrigation season. Any excavation for foundations, utility trenches or seepage beds that penetrates the sandy gravel soils may contain groundwater. Seepage beds or drainage pits may be used to dispose of the onsite runoff. Such pits should extend at least one foot into the native permeable granular soils. This depth should be confirmed and adjusted as needed during construction. Design personnel should be aware that the bottom of any injection well may extend below high groundwater elevation. Such a system should assume no percolation and be designed to contain all runoff volumes. It is recommended that storm runoff be directed away from all open excavations and not be allowed to puddle on subgrade soils. The onsite subgrade soils can be expected to become soft and pump if wet and subjected to excessive truck or rubber tire traffic. This can be avoided by constructing temporary or permanent driveway sections around the project. The earthwork contractor should be made aware of the concerns expressed about the stability of the subgrade. The contractor should be held responsible should the contractor cause the subgrade to become soft or unstable requiring additional engineering or construction. Page 16 of 19 _tgfneering & Inspection,- -Zwvices, Inc. 11880 West President, Suite H Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 Recommended Flexible Pavement Design In designing the proposed parking lots and driveways, the existing subgrade conditions must be considered together with the expected traffic use and loading conditions. The conditions which will influence the design can be summarized as follows: • Bearing values of the subgrade. These can be represented by an R -Value or California Bearing Ratio (CBR) for the design of flexible pavements and a Modulus of Subgrade Reaction (k) for rigid pavements. • Variations in groundwater conditions and the necessity for underdrains. • Vehicular capacity, including the number, frequency and weight of vehicles. • Probable increase in vehicular use over the life of the structure. • The availability of suitable materials to be used in during pavement construction. • Proper drainage of the pavement structure will be necessary. Generally, flexible pavements derive their strength from: • The existing subgrade soils. • Any additional compacted fill placed, or stabilization of the subgrade. • The subbase and base courses. • The asphaltic concrete. In the design of the pavement, the "total pavement thickness" includes the asphaltic concrete, base courses and prepared subgrade. A selected sample of the subgrade soils was sent to Petroleum Sciences, Inc. of Spokane, Washington for R -Value Testing. When the report for this analysis is received an addendum to this report will be issued that will provide specific pavement section recommendations. At this time the sections below are based upon the AASHTO design method and an assumed CBR of 4. Based upon the assumed CBR and traffic quantities, the following pavement sections are recommended. Pavement section calculations are based upon 10 large trucks and 3000 total vehicles per day with a 3.5 percent increase per year for 20 years. Page 17 of 19 _igineermg & Inspection irvEces, Inca 1 `1880 west President, suite H Raise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 Material Description Auto Parking Only Onsite Driveways Asphaltic Concrete 3.0 Inches 4.0 Inches s/" MinuBase Course 4.0 Inches 4.0 Inches 6" (-) Pitrun Subbase Course 20.0 Inches 28.0 Inches Prepared Subgrade 8.0 Inches 8.0 Inches Please note that the above pavement section are based upon estimated soils and traffic input data and are provided only as preliminary information. When ACRD traffic studies are complete and R -Value testing results are available pavement sections will be recalculated. Sections will also be provided for improvements to Eagle Road and Fairview Avenue. ACRD may require sampling within these pavement section areas. The use of geotextile fabrics and / or chemical stabilization of the subgrade may be a cost effective method for reducing over all pavement construction cost. These engineering applications need to be evaluated when additional information is available and when the construction schedule, subgrade condition and weather conditions are more predictable. It is recommended that all materials used in the construction of Asphaltic Concrete Pavements meet the requirements of the State of Idaho Department of Transportation. The subgrade must be properly stripped, inspected, proof rolled, compacted and tested as described earlier in this report. The subgrade should be confirmed by testing and inspection to be firm and meet the recommended compaction. The upper six inches of exposed subgrade and all base course materials should be compacted to 95 percent of ASTM Designation D- 698. The presence of cemented soils at the subgrade elevation may allow this consultant to delete the requirement for subgrade compaction. t Page 18 of 19 tgineering & inspection,_ -irveces, Inc. €1880 West President, shite H Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 Recommended Rigid Pavement Sections Portland cement aprons are anticipated in loading dock areas and where semitrailers or garbage receptacles are to be`parked on the pavement and a considerable load is transferred from small steel wheels. In these areas it is recommended that rigid, portland cement concrete pavement be provided. Rigid pavements provide for the better distribution of loads to the subgrade without causing deformation of the surface. Rigid pavements are also better suited to withstand the stresses caused by turning trucks and forklift traffic. A six inch thick, non -reinforced, concrete pavement over four inches of 3/4 inch roadmix and a properly prepared subgrade is recommended for this project. Subgrade and base course preparation are the same as were provided for flexible pavements. The rigid concrete pavement should be consist of a 4000 psi, air entrained concrete. Shear reinforcement is recommended between construction and control joints. Specific design criteria should be provided by the structural engineer. General Comments After the plans and specifications are more complete, it is recommended that EISI be provided the opportunity to review the final design and specifications so that the earthwork and foundation recommendations may be properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper placement and compaction. This report has been prepared for the exclusive use of the Dakota Company, Inc. and their retained design consultants and construction personnel. Findings and recommendations within this report are for specific application to the site and the application of the recommendations in this report to other sites or other structures is prohibited. a Page 19 of 19 Engineering & Inspection Services, Inc. 11880 idlest President, Suite H Boise, Idaho 83713 EISI 208-377-9707 Fax 208-377-9779 1-800-279-9707 APPENDIX Vicinity Map Site Plan Soil Log Legend Test Pit Logs Pavement Section Calculations Executed Proposal Page 1 pee6119 lnspecton Sery,,,1,,, c �r. 11880 W. President Drive #H, Boise, Idaho 83713 Phone: 208.377.9707 Fax: 208.377.9779 Special Inspection* Materials Testing *Environmental & Geotechnical Investigations Vicinity Map - Cross Roads Property noise, Idaho ' 5 x 4 6 II W 'j •�I h Lu — X69 ° o _� • : a • 1 2607• • 2624 3 • ° ° ' ICloverdalg cLo% F -� _ ---26i0 ----------- 2630 / 8 / 9� O . • \ \\.� _- =-o- __ .SETTLERS _ �?8_ BM 2627tty Bea -_ ---- _- � I � Flume O I Q: Wy�l � v 2650 r v 2F3 \ ( 6s0 O d o I �� ij ° • DSH 'Ie� e 17. o Ra ' Towers 16 / tL jj • ,I I. \j r2 LANE ---✓✓✓ 2 LANE"' 2690 .r,, ,ij• .�i•'—?jl ° Cr.. ' ' 2644 .OVERLAND 1 • o .� • 2658 • — II � O, I Adapted from: USGS, Cloverdale, Idaho, 1953 (photorevised 1979) T SCALE 1:24,000 North ................. MIHIIHINHf ''�0� fituuuulu e ; 1 �S i GHNHHHNINfNHHHMIINNIIHIINIHHIO NHHHIHNHH i _ I I 1 - o - j IHHIHHHIIIHHHIIIIH�1 �HHIHIHHIHII ' ' ' �' ' � ,1 ��----' IIHHfHHIHHHHIIHNIq gHfH}IIHIHiIiI MIINIHHII -� � jj dHIIHNHHHHI NHHIHHHHHHIHHIIII � n H r s I,i-�o-z� MHIIIHIIfHlllil �}IHHHµH�y ; 1 =w-. � GIHIIIHIIIIHIII dIIIIIIHIIHIII " i I o o � THE FAMILY CENTER AT MERIDIAN, IDAHO rrcniletlura Wd plonning �r oma �� r r �r �HIfHIHIHHlHH HIO r GHHIIHfffifHHHiHIHl1H rim �" ` s gHHM11111 r � �IIIIIHHIHHHIIIHHIHHIIfH MIHIIHNHIIHIfIINfHHHHHHfO „ p e p N �{{HIHHIIIIHfIMIHIIIIHHIIH i GfNIIIIIHfIHHHIMIfIHIHH{IIfH ° I �fIIHHHiIIINHffIfIHNHNHHfIHHIHI�lINHHHN �!lHfHHllll • A; r �HIIIINIIHHHHfIHIHIHHl1H � �lHIHNNIi{INHHIII Hr T. ® NuuuuuuuuuwlA � ." � 18�IIHIIHIlNfHH� I �; " � �fNIHHIHHHHIHHIBI �• �; � �IIHfHlllll fHHH�= e ; 1 �S i GHNHHHNINfNHHHMIINNIIHIINIHHIO NHHHIHNHH i _ I I 1 - o - j IHHIHHHIIIHHHIIIIH�1 �HHIHIHHIHII ' ' ' �' ' � ,1 ��----' IIHHfHHIHHHHIIHNIq gHfH}IIHIHiIiI MIINIHHII -� � jj dHIIHNHHHHI NHHIHHHHHHIHHIIII � n H r s I,i-�o-z� MHIIIHIIfHlllil �}IHHHµH�y ; 1 =w-. � GIHIIIHIIIIHIII dIIIIIIHIIHIII " i I o o � THE FAMILY CENTER AT MERIDIAN, IDAHO rrcniletlura Wd plonning IIHHI • �fHIIIHIIIIHIHfHIIINIIIHIHHH pHHIIIHIIHIH im g I&pllffHHHHHHHIIHIHIIINl1H r r 5 r Hrg �— pHH{IIHHNINHIIIHIIHHHIHIHHh1 „ p e p s a tl� Q A � FTl ° I �fIIHHHiIIINHffIfIHNHNHHfIHHIHI�lINHHHN �!lHfHHllll $ �• @ D J ° �NHH{HIINmlo GIHHIHHIHHHIIIHIIH r o z / o �^ �IHIIHHIHIIHIIHHHO � r ° I , NHIIIIHHHHHIHHHIO MIHHHIHHHHIHIHHH �IHMfHIHHII e ; 1 �S i GHNHHHNINfNHHHMIINNIIHIINIHHIO NHHHIHNHH i _ I I 1 - o - j IHHIHHHIIIHHHIIIIH�1 �HHIHIHHIHII ' ' ' �' ' � ,1 ��----' IIHHfHHIHHHHIIHNIq gHfH}IIHIHiIiI MIINIHHII -� � jj dHIIHNHHHHI NHHIHHHHHHIHHIIII � n H r s I,i-�o-z� MHIIIHIIfHlllil �}IHHHµH�y ; 1 =w-. � GIHIIIHIIIIHIII dIIIIIIHIIHIII " i I o o � THE FAMILY CENTER AT MERIDIAN, IDAHO rrcniletlura Wd plonning Englneering & InepectIcn Servtcea, [coca 11880 West President, Sufte H Boise , Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES) COARSE GRAINED SOILS (MORE THAN 5D% RETAINED ON THE NO. 200 SIEVE MAJOR DIVISIONS GRAVEL & GRAVELLY SOIL (MORE THAN SO% OF COURSE FRACTION RETAINED ON NO. 4) SAND & SANDY SOILS (5D% OR MORE OF COARSE FRACTION CLEAN GRAVELS (LESS THAN 5% FINES) GRAVELS WITH FINES MORE THAN 12% FINES CLEAN SANDS (LESS THAN 5% FINES) SANDS WITH FINES ISYMBOL GW GP GM GC SW SP SM TYPICAL DESCRIPTIONS Well -graded gravel, ravel -sand mixture, little or no fines. Poo -faded gravel, gravel sand mixture, little or no fines Silty ravel gravel -sand -silt mixtures Cla Iravel, gravel-sand-clav mixtures Well railed sand, gravelij sand, little or no fines. Poo - raded sand, gravelly sand, little or no fines Silty sand sand -sift mixtures 51.1 PASSES N0.4 SIEVE) MORE THAN 12% FINES SC Clayey sand, sand -clay mixtures FINE GRAINED SOILS (MORE THAN 5D% PASSES THE N0. 200 SIEVE) SILTS AND CLAYS (LIQUID LIMIT LESS THAN 50) INORGANIC ML CL Inorganic sift and very fine sand, rock flour, silty or clayey fine sand or clayey sift with slight Elasticity Lean clay -low to medium plasticity, gravelly clay, sandy clay, silty clay ORGANIC OL Or anic silt and organic sit clay of lowlastic' SILTS AND CLAYS (LIQUID LIMIT 50 OR INORGANIC MH CH Elastic sift micaceous or diatomaceous fine sand or sift soil Fat clay - high plasUckt SM MORE ORGANIC OH Or anic clay-med. or high lasticft : or anic sift HIGHLY ORGANIC SOILS PT Peat, humus, swamp soil with high organic conteni Ar SA, MPLER SYMBOLS Rock TEST BORING LOGS Tube Standard Penetration Test Project: The Family Center at Meridian Idaho E ui ent: Mobile 135D Drill Riawith 6` OD Hollow Stem Au er Depth Moisture Atterberg Limits % -#= SPT Type or ft Content % PI ! LL Sieve Blows Sampler Date: 516M Boring No. TH 1 Location: Southwest Comer of Sho ko I Elevation: 2625.9 USCS Soil Description Remarks T ype 1 15.8 Non Plastic 51.1 10 22 5D)5 0 ML ML Brown Sandy Silt, Moist, Loose, with Organics, (Plowed Field) Light Brown Sandy Sift, Slightly Moist, Medium Dense to Dense (Top of Duripan Layer) Topsoil 2 3 I 4 16.1 Non Plastic 45.2 33 50/4 ® SM Light Brown Silty Sand, Slightly Moist, Dense, (Duripan) Terminated at 5.5 feet at auger refusal. No gLoundwater encountered. 5 6 Page 4 11886 West Frewdent, Suite H Boise, Idaho 83713 208-377-9707 Fax 208-377-8779 1-800-279-9707 TEST BORING LOGS Project: The Family Center at Meridian Idaho Equipment: Mobile B50 Drill Riq with 6' OD Hollow Stem Auger Depth Moisture Atterberg Limits % SPT ! Type of ft Content % P1 ! LL Sieve Blows Sampler Date: 5/61-3 Borin No. TH 2 Location: Northwest Comer of Sho ko I Elevation: 2626.2 USCS Soil Description Remarks Type iD2pth ( ft 20.1 7/32 80.0 2 2 ® CL Brown Lean Clay with Sand, Moist, Loose, with Organics, (Plowed Field) Topsoil 12 13.4 2 22.1 13/35 54.8 10 15 35 ® CL Brown Sandy Lean Clay, Moist, Medium Dense to Dense, 1 Cemented (Top of Duripan Layer) I 3 19/37 14.0 Non Plastic 47.3 26 55 0 SM Light Brown Silty Sand, Slightly Moist, Dense, (Duripan) 3 r-4 19.6 6.2 Non Plastic 23.6 57/5 a (SM)g Brown Silty Sand with Gravel, Dry, Dense Grades coarser with depth. Terminated at 6.5 feet at auger refusal in large gravels & cobbles No groundwater encountered. i { ' 5 6 7 jProject: The Family Center at Meridian Idaho Date: 51SM Boring No. TH 3 Equipment: Mobile B50 Drill Rio with 6" OD Hollow Stem Auger Location: Northeast Corner of Sho ko Elevation: 2627.1 iD2pth ( ft Moisture Content % I Atterberg Limits I PI ! LL % -92001 Sieve SPY I Blows Type of Sampler USCS Soil Type Description I Remarks 13.4 20133 85.1 3 3 4 ® CL Brown Lean Clay, Slightly Moist, Loose, with Organics, (Plowed Field) Topsoil 1 2 19.6 19/37 68.8 5 7 17 ® CL Brown Sandy Lean Clay, Slightly Moist, Loose to Medium Dense Turninq to a slightly moist silty sand 3 19.6 Non Plastic 24.8 26 50/4 0 SM Light Brown Silty Sand, Slightly Moist, Dense, Cemented (Duripan) 4 5 6 3.2 Non Plastic 8.9 36 38 45 0 (GP-GM)s Brown Poorly Graded Gravel with Silt and Sand, Dry, Dense (Cemented) Grades coarser with depth. Terminated at 7.5 feet at auger refusal in gravels & cobbles No Rroundwater encountered. ! 7 8 ° page 5 r 1, 1680 Wrest Pre sidsnt �.�LLC E �` Befse, �d'ah0 93713 208-377-9707 Fax 203-377-9779 1-300-279-9707 TEST BORING LOGS Pro ect: The Family Center at Meridian, Idaho Equipment: Mobile B50 Drill Rio with 6" OD Hollow Stem Au er (Depth Moisture i Rtierberg Limits %-#= SPT Type of is ft Content % j PI I LL Sieve Slows Sam ler Date: 5/6138Borin No. TH 4 Location: Southeast Comer of Sho ko Elevation: 2627.4 uscS Soil Description Remarks T 19.4 10/30 84.0 2 2 4 ® CL Brown Lean Clay with Sand, Moist, Loose, with Organics, (Plowed Field) Topsoil I 1 2 25.8 19.8 Non Plastic Non Plastic 49.0 34.8 4 6 24 36 5W4 ® ® SM SM I Brown Silty Sand, Moist, Loose to Medium Dense Cemented (Top of Duripan Layer) Brown Silty Sand, Slightly Moist to Moist, Dense, Cemented (Duripan) 3 4 5 11.7 33 500/.3 64.9 22 32 33 Light Brown Silty Sand, Slightly Moist, Dense, Cemented (Duripan) ML Brown Silt with Sand, some Gravel, Slightly Moist, Dense 5 6 11.6 7 2.2 27 50/.3 4.5 45 5a�4 0 (GWYs Brown Well Graded Gravel wgth Sand, Dry, Dense Terminated a9, feet. No groundwater encountered. 8 8 i I 9 Proiect: The Family Center at F01,eridian Idaho Equip ment: Mobile B50 Drill Rig with 6' OD Hollow Stem Auger Depth Moisture Atterberg Limits %-#= SPT Type of ft Content % PI I LL Sieve Blows Sampler Date: 5!6,193 Borin No. TH 5 Location: Center of Sho ko Elevation: 2626.6 RSCS Sol@ Description Remarks nfpe 17.1 13/31 83.4 2 3 5 ® CL Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics, (Plowed Field) Topsoil 1 2 30.2 Non Plastic 29.2 17 16 21 0 SM Brown Silty Sand, Moist to Wet, Medium Dense Top of Duripan 3 20.7 Non Plastic 34.4 33 500/.3 0 SM Light Brown Silty Sand, Slightly Moist, Dense, Cemented (Duripan) 4 5 11.6 Non Plastic 39.9 27 50/.3 ® (SM)g Brown Silty Sand with Gravel, Slightly Moist, Dense, (Cemented) Turning to Sandy Gravel, Coarser with depth. Terminated at 6.5 feet at auger refusal in 4' gravels & cobbles No clroundwater encountered. 6 8 a Page 6 11880 @1:1csst P-restd6nt, sutte H ELOCSes tdaho 837113 Z-03-3,77-9707 Fax 208-377-9779 1-300-279-9707 TEST BORING LOGS Project: The FamilV Center at Meridian, Idaho Equip ment: Mobile B50 Drili Rig with T OD Hollow Stem Auger Depth Moisture Atterberg Limits % SPT Type of (ft) Content % Pl 0 LL sieve •Slows Sample, Date: 5/6198 Borin No. TH 6 Location: South of Buildings 4A & 4B Elevation: 2627.8 USCS soil Description P Remarks T ype 12.6 7/28 80.4 2 3 8 ® CL Brown Lean Clay with Sand, Moist, Loose, with Organics, Some Cementation Topsoil 1 2 2 31.7 Non Plastic 29.0 14 29 44 ® SM Brown Silty Sand, Wet, Medium Dense to Dense, Cemented (Dungan) 3 3 4 4 5 2.8 11.0 2.2 3.7 26 46 501.4 ® (GW)s Contact with Gravel Brown Well Graded Gravel with Sand, Dry, Dense, Cemented Ter minEted at 7 feet. No groundwater encountered. Brown Silty Sand with Gravel, Slightly Moist, Dense, Cemented Contact with Sandy Gravels Brown Well Graded Gravel with Sand, Dry, Dense Terminated at 11.5 feet. No groundvveter encountered. 5 6 5 6 17 Proiect: The Familv Center at Miendian Idaho Date: 515193 Boring No. TH 7 (Equipment: Mobile 650 Drift Rip with 6' OD Holiov,, Stem Auger Location: Southwest Comer of Building Elevation: 2628.6 {Depth moisture Atter6erg Limits % 41M SPT Type of USCS soil Description Remarks (ft) Content % PULL LL sieve Blows I sampler Type CL Brown Lean Clay with Sand, Moist, Loose, with Organics, Some Cementation Topsoil 1 2 20.7 Non Plastic 1 31.3 27 38 33 ® SM Brown Silty Sand, Wet, Loose to Medium Dense Brown Silty Sand, Vliet, Dense, Cemented (Duripan) 3 4 5 11.0 2.2 Non Plastic 28.2 4.6 37 501.3 11 27 504 ® ® (SM)g GP (GW)S Brown Silty Sand with Gravel, Slightly Moist, Dense, Cemented Contact with Sandy Gravels Brown Well Graded Gravel with Sand, Dry, Dense Terminated at 11.5 feet. No groundvveter encountered. I 6 7 8 10 11 a Page 7 Engineering & Insp ctlian Services, Inc. '11, 66, Fest President, Suits H Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-300-279-9707 TEST BORING LOGS Project: The Family Center at Meridian, Idaho Date: 516MB Boring No. TH 8 Equip ment: Mobile B50 Drill Rig with 6" OD Hollow Stem Auger Location: Southeast Comer of 4C Elevation: 2629.5 !Depth ft Moisture Content % Atterberg Limits PULL LL %4= Sieve SPT Blows Type of Sampler USCS Soil Type -Building Description Remarks 1 CL Brown Lean Clay with Sand, Moist, Loose, with Organics, Some Cementation Topsoil 1 2 16.4 11.7 Non Plastic Non Plastic 22.9 23.0 26 39 501.3 19 28 501.4 ® 0 SM Brown Silty Sand, Wet, Loose to Medium Dense Slightly Moist, Dense, Cemented (Duripan) Contact with Sandy Gravels Brown Well Graded Grave! with Sand, Dry, Dense Terminated at 10.0 feet. No roundwater encountered. 3 4 5 6 7 i 8 8 10 1 Project: The Family Center at Meridian, Idaho Date: 5/6!88 Boring No. TH 9 Equipment: Mobile B50 Drill Rig with 6" OD Hollow Stem Auger Location: No heriv West Side of Building 4C I Elevation: 2628.7 Depth ft Moisture Content % Atterberg Limits PI ! LL %-#= Sieve SPT Blows Type of Sampler USCS Soil Type Description Remarks 1 CL Brown Lean Clay with Sand, Moist, Loose, with Organics, Some Cementation Topsoil 1 2 15.2 Non Plastic 30.9 30 39 51 501.3 ® ® SM Brown Silty Sand, Wet, Loose to Medium Dense Slightly Moist, Dense, Cemented (Duripan) Contact with Sandy Gravels No Recovery Terminated at 5.5 feet. No roundtivater encountered. 3 4 5 I 6 i Page 8 1Or EngrInser[bi Ins ec [ac nr[cc-2. [.nca 77' Enginser[ng & Inspe-C-tfon. SaMces, CEic. &W, Wast Lyres€c ent, sufte f L Boise, Gloag E-3713 208-377-9,707 Fax 208-377-2779 1-800-279-9707 TEST BORING LOGS Project: The Family Center at Meridian, Idaho Date: 516M 1 Boring No. TH 10 Equipment: Mobile B50 Drill Rip with OD Hollow Stem Auger Location: Northerly East Side of Building 4C Elevation: 2629.2 Depth ft Moisture Content % Atterberg Limits PULL LL %-#= Steve SPT Blows i Type of Sampler uscs Sot! Type Description Remarks CL Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics, (Plowed Field) Topsoil 1 2 19.9 9.5 Non Plastic Non Plastic 21.0 31.2 16 39 37 17 30 27 ® 0 SM Brown Silty Sand, Wet, Loose to Medium Dense Slightly Moist to Moist, Dense, Cemented (Duripan) Slightly Moist, Dense, (Cemented) with small gravels Contact with gravels Coarser with depth. Terminated at 8.5 feet at auger refusal in gravels No oroundwa er encountered 3 3 4 5 6 7 8 9 8 !Project: The Famih, Center at Meridian, Idaho Date: 516.E Boring No. TH 11 Equipment: Mobile B50 Drill Ria with 6' OD Hollow Stem Auger Location: Center of Building S.A E Elevation: 2631.8 Depth (ftl Moisture Content % Atterberg Limits Pl ! LL %-= Sieve SPT Blows Type of Sampler USCS Soil Type Description Remarks CL Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics, (Plowed Field) Topsoil 1 2 12.2 12.2 Non Plastic Non Plastic 39.4 45.1 17 30 38 37 42 50/.3 ® 0 SM Brown Silty Sand, Wet, Loose to Medium Dense Top of Duripan Slightly Moist, Dense, Cemented (Duripan) Dense, (Cemented) Contact with gravels Coarser with depth. Terminated at 10.0 feet at auger refusal in sandy gravels No groundwater encountered I 3 4 5 6 7 8 9 10 r 11'880 West President, Suo�s H Bc!se, Idaho 937 3 209-377-9707 Fax 209-377-9779 1-800-279-9707 TEST PIT LOGS Project: The Family Center at Meridian Idaho Date: MM Boring No. TP D Equipment: Ford 510 Backhoe with 24 Bucket Location: Bui ing 2F Elevation: 2624.1 Depth ft Moisture Content % Atterberg Llmlts PI ILL % 4PMO Sieve SPT Blows Type of Sampler USCS Soil Type Description Remarks CL CL Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics (Plowed Field) 18" Topsoil 1 2 SM Light Brown Silty Sand, Moist, Loose Becomes wetter with depth SM Light Brown Silty Sand, Moist, Loose White - Lt Brown Slightly Moist Dense, Cemented Duri an 2 3 3 4 SP Light Brown to Red Brown Gravelly Sand, Wet, Medium Dense to Dense Terminated at 5.0 feet. Groundwater encountered at 3.5 feet. SP Light Brown to Red Brown Gravelly Sand, Dy, Medium Dense to Dense Terminated at 5.5 feet. No groundwater encountered. 5 Project: The Family Center at Meridian, Idaho Date: 5/8M8 Boring No. TP E Equip ment: Ford 510 Backhoe with 2-ir Bucket Location: West of Southwest Comer of Building 2F Elevation: 2622.5 Depth ft Moisture Content % Atterberg Limits PI E LL % 4= Sieve SPT Blows Type of Sampler USCS Soil Type Description Remart:s Remarks CL Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics Plowed Field 12" Topsoil 1 1 SM Light Brown Silty Sand, Moist, Loose Becomes wetter with depth No Duripan Encountered 2 2 3 3 4 SP Light Brown to Red Brown Gravelly Sand, Wet, Medium Dense to Dense Terminated at 5.0 feet. Groundwater encountered at 3.5 feet. Light Brown to Red Brown Gravelly Sand, Dry, Medium Dense to Dense Terminated at 5.5 feet. No groundwater encountered. 4 5 Project: The Family Center at Meridian, Idaho Date: 50 1% Boring No. TP F Equi ent: Ford 510 Backhoe with 24 Bucket Location: Buil ling 10 Elevation: 2622.8 Depth ft Moisture Content % Atterberg Limits PI / LL % 4200 Sieve SPT Blows Type of Sampler USCS Soil Type Description Remarks CL Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics Plowed Field 18" Topsoil 1 SM Light Brown Silty Sand, Moist, Loose Light Brown, Slightly Moist, Med Dense, Moderate Cementation 2 3 4 SP Light Brown to Red Brown Gravelly Sand, Dry, Medium Dense to Dense Terminated at 5.5 feet. No groundwater encountered. 5 Piga i 1 Engfnser[n [n-epectf.cn, Senqces, Inc. c. 11990 West € rest diant, Sufte H Boise, Idaho 93 m 209-377-9707 Fax 209-377-9779 1-300-279-9707 TEST PIT InGS ject: The Famil , Center at Meridian, Idaho Date: 518M Borin No. TP G Equip mant: Ford 510 Backhoe with 247 Bucket Location: Building 1 B Elevation: 2622.8 [PDepthMoisture Atterberg Limits % SPT Type of USCS Soil Description Remarks Content °� PI ILL SieVe Blows Sampler T ype 1 1 CL SM Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics Light Brown Silty Sand, Moist, Loose White to Light Brown, Slightly Moist, Dense, Strongly Cemented (Duripan). Grading to Gravelly Sand. Light Brown, Wet Soft, with Moderate CaCO3 and FeO3 Cementation 6 To soli No Duripan Encountered 6' To soil 2 [ 3 3 4 4 5 6 7 8 Light Brown to Red Brown Gravelly Sand, Dry, Medium Dense to Dense Terminated at 5.0 feet. No groundwater encountered SP Light Brown to Red Brown Gravelly Sand, Wet, Medium Dense to Dense Terminated a 9.5 feet. Groundwater encountered at 8.5 feet. 9 [ 10 Project: The Famiiv Center at Meridian, Idaho Equip man': Ford 510 Bacltos with 24" Bucket Depth Moisture Atterberg Limits %:T25 SPF Type of ft Content % PI I LL Sieve Slows Sampler Date: 5/8193 Boring No. TP H Location: Bui ing 1 A Elevation: 2624.9 USCS Soil Description Remarks Type 1 CL SM Brown Lean Claywith Sand, Slight) Moist, Loose, with Or anics Light Brown Silty Sand, Moist, Loose White to Light Brown, Slightly Moist, Dense, Cemented (Duripan) 6' To soil 2 3 4 5 SP Light Brown to Red Brown Gravelly Sand, Dry, Medium Dense to Dense Terminated at 5.0 feet. No groundwater encountered i Page 12 Engfneartng & Inspection Sa ccee-, [rice 11&SQ West President, Suite K Boise, Idaho 83713 208-377-9707 Fax 209-377-9779 1-800-279-9707 TEST PIT LOGS Project: The FamilyCenter at Meridian, Idaho IE ui menta Ford 510 Backhoe with 24" Bucket Depth Moisture Atte Limits % 41Z>3D SPT Type of ft Concent % Pl / LL Sieve Blows Sam ter Date: 5/8/98 Borin No. TP f Location: Buildin 1 C Elevation: 24x23.8 scription 11 USCS Soil fE� T e Remarks CL Brown Lean Clay with Sand, Slightly Moist, Loose, with Organics 12" Topsoil 1 1 2 2 SM Light Brown Silty Sand, Moist, Loose White to Light Brown, Slightly Moist, Dense, Cemented (Dudpan) Silty Sand, Slightly Moist, Medium Dense, 3 4 33 5 � 4 IS 6 SP Light Brown to Red Brown Gravelly Sand, Dry, Medium Dense Terminated at 5.5 feet. No groundwater encountered Pro ect: The Family Center at Meridian E ui ent: Ford 510 Backhoe with 24 Depth Moisture Atterberg Limits ft Content % PI / LL Idaho Bucket % SPT Type of Sieve Blows Sam Location: Buildin 1A Elevation: Date: 5/8/98 70rganics12" T YM USCS soli FSI- CL Brown Lean Clay with oist, Loose, wi SM Light Brown Silty Sand, Moist, Loose Moderately Cemented Light Brown to Red Brown Gravelly Sand, Dry, Medium Dense to Dense Terminated at 6.5 feet. No groundwater encountered 1 2 3 4 5 '6 a Page 13 3 ;Y Engfncaerfn [nepectlbn Services, Inc. t i no wrest President, Swte H Boise, Idaho 63713 208-377-9707 Fax 268-377-9779 1-600-279-9707 TEST PIT LOGS Project: The Family Center at Meridian. Idaho Date: 518198 Boring No. K Equip en: Ford 510 Backhoe with 24 Bucket Location: Buildin 1-P1 Elevation: 2625.0 ;Depth ft Moisture Content % Aitterberg Limits PI / LL %-#= Sieve SPT Slows Type of Sampler USCS Soil T Description Remarks CL CL Lean Clay with Sand, Loose, with Organics ' 1 1 2 2 3 [AL Silts Weakly Cemented Strongly Cemented (Duripan) Terminated at 9.0 feet. No groundwater encountered SM Silt Soft Duripan Silt, Dry 3 4 5N6 5 6 7 8 GP Gavels ITermineted at 6.0 feet. No groundwater encountered. Proiect: The Familv Center at Meridian Idaho Date: 518,"33 Boring No. L E ui ment: Ford 510 Backhoe with 24" Bucket Location: Building 1-P2 Elevation : 2624.6 IDepth fft Moisture Content % Afterberg Limits Pi i LL %-9230 Sieve SPT Blows Type of Sam ler USCS Soft T%"Pe Description Remsrts CL Lean Clay with Sand, Loose, with Organics ' 1 2 [AL Silts Weakly Cemented Strongly Cemented (Duripan) Terminated at 9.0 feet. No groundwater encountered I i 3 4 5 6 7 8 � g Page 14 EngIneering & Inspection Se Ices, Inca i MG West President, Suits K BoEse, Idaho 53713 205-377-9707 Fax 205-377-9779 1-800-279-9707 TEST PET LOGS Project: The Family Center at Meridian idaho Date: 513/98 —fB—oring No. TP M Equipment: Ford 510 Backhoe with 24 Bucket Location: Buildin 1-P3 I Elevation: 2623.9 Depth l ft Moisture Content % Atterberg Limits PI i LL % 4*W Sieve SPT Blows–Sampler Type of USCS Soil Type Description Remarks 1 Remarks CL CL Lean Clay with Sand, Loose, with Organics CL Lean Clay with Sand, Loose, with Organics 2 1 29.5 Non Plastic 76.4 1ML ML Sift, Mildly Cemented Strongly Cemented (Duripan) Silt with Sand, Wet Strongly Cemented (Duripan) 3 4 4 5 5 � g 6 GP Sandy Gravels Terminated at 2.0 feet. No 2MuLndwater encountered GP GP Sandy Gravels Terminated at 6.0 feet. Groundwater encountered at 4.5 feet. Project: The Family Center at Meridian Idaho Date: 513198 Boring No. TP N Equip ment: Ford 510 Backhoe with 24" Bucket Location: Between Buildings 2-P2 and 2-P1 Elevation: 2621.0 Depth ft Moisture Content % Atterberg Limits PI I LL % 42001 Sieve SPT Blows Type of Sampler USCS Soil Type Description Remarks CL Lean Clay with Sand, Loose, with Organics CL Lean Clay with Sand, Loose, with Organics Fill 1 2 1ML Silts Strongly Cemented (Duripan) Dry Sifts Strongly Cemented (Duripan) 4 5 � g GP Sandy Gravels Terminated at 2.0 feet. No 2MuLndwater encountered Project: The Famil • Center at Meridian, Idaho Date: 518M Boring No. TP O Equipment: Ford 510 Backhoe with 24" Bucket Location: Between Buildings 2-P2 and 2-P3 Elevation: 2623.1 Depth ft Moisture Content % Atterberg Limits Pl 1 LL %4=0 Sieve SPT Blows Type of Sam ler USCS Soil T Description Remarks CL Lean Clay with Sand, Loose, with Organics 1 2 ML Silts Strongly Cemented (Duripan) Dry Sifts 3 4 5 � g t GP Sandy Gravels Terminated at 6.0 feet, No groundwater encountered Page 15 Eng€naerfng & Inspection Services, tnc. 11580 Vfest President, Suite H Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-500-279-9707 TEST PIT LOGS Pr ect: The Family Center at Meridian, Idaho Date: 5!8198 7B'oring No. TP P Equipment: Ford 510 Backhoe with 24 Bucket Location: Between Buildin s 3-P4 and 3-P2 I Elevation:2623.1 !Depth f ft Moisture Content % Atterberg Limits PI i LL % X200 Sieve SPT Slows Type of Sampler USCS Sob Type Description Remarks CL Lean Clay with Sand, Loose, with Organics (Plowed Field) 18" Topsoil i 1 2 2 ML Strongly Cemented (Duripan) Silt, Cemented Strongly Cemented (Duripan) 3 3 4 4 5 GP Sandy Gravels Terminated at 3.0 feet at refusal. No groundwater encountered Project: The Family Center at Meridian Idaho Date: 5/8,3 I Borinp No. TP Q Equi ment: Ford 510 Backhoe with 24 Bucket Location: Northwest of Building 3-P2 Elevation: 2624.2 Depth ft Moisture Content % Atterberg Limits PI ! LL % -#= Sieve SPT Blows Type of Sampler USCS Soil Type Description Remarks CL Lean Clay with Sand, Loose, with Organics (Plowed Field) 18° Topsoil 1 2 ML Silt, Cemented Strongly Cemented (Duripan) 3 3 4 4 5 SP Silty Gravelly Sand, Cemented Terminated at 9 feet. Na groundwater encountered I 6 7 8 9 Pro ect: The F;;ii[y Center at !Meridian, Idaho Date: 518M I Boring No. TP R Equipment: Ford 510 Backhoe with 24" Bucket Location: Buildin 3-P3 elevation: 2624.0 Depth ft Moisture Content % Atterberg Limits PI / LL %-#200 Sieve SPT Blows Type of Sampler USCS Soil Type Description I Remarks CL Lean Clay with Sand, Loose, with Organics (Plowed Field) 18" Topsoil 1 2 ML Silt Strongly Cemented (Duripan) Silts Strongly Cemented (Duripan) Terminated at 5.5 feet at refusal. No groundwater encountered 3 4 5 6 a Page 16 n k En fneerin . & Inspection Sen, 4,ces, [coca 11880 Went President, Suite H Bol -se, Idaho 83 713 20G-3774707 Fax 248=377-9,779 1-800-279-9707 TEST PIT LOGS Project: The Family Center at Meridian, fdaho Date: 518M Boring No. TP S Equi : Ford 510 Backhoe with 24' Bucket Depth Motsture Atterherg Limits %4M SPT Type of M Content % PULL LL Sieve Blows Sampler Location: Bu9i ing 3-P4 Elevation: 2624.3 USCS Soil Description Remarks Type 1 Depth ft Moisture Content % Atterherg Limits PI ! LL % -#M Sieve SPT Blows CL Lean Clay with Sand, Loose, with Organics (Plowed Field) 18" Topsoil Remarks 2 ML Silt, Cemented Strongly Cemented (Duripan) Silt with Sand i 3 4 5 6 7 ML Sift, Cemented Strongly Cemented (Duripan) Sift with Sand 3 SP Silty Gravelly Sand, with Cementation Terminated at 12 feet. No groundwater encountered j 8 10 11 12 I Project: The Family Center at Meridian Idaho Date: 518WBorin No. TP T Equipment: Ford 510 Backhoe with 24" Bucket Location: Buifdin 3-P5 Elevation: 2626.3 Depth ft Moisture Content % Atterherg Limits PI ! LL % -#M Sieve SPT Blows Type of Sampler USCS Soll Type Description Remarks CL Lean Clay with Sand, Loose, with Organics (Plowed Field) 24" Topsoil 1 2 ML Sift, Cemented Strongly Cemented (Duripan) Sift with Sand 3 4 5 6 7 9 I 10 SP Silty Gravelly Sand, with Cementation Terminated at 12 feet. No groundwater encountered 11 Ri--2 a Page 17 y., f A-,,, 1-1 Engfneertng & Enspectlan Serv, ices, Inc. 11880 east presf dent, Suite H Boise, Idaho 83713 208-377-9707 Fax 208-377-9779 1-800-279-9707 TEST PIT LOGS Project: The Family Center at Meridian, Idaho Equip mint: Ford 510 Backhoe with 24" Bucket iDepth Moisture Atterberg Limits % SPT Typeof R ft Content % Pi 1 LL Sieve Blows Sampler Date: 5l8W Boring No. TP U I Location: Buildin 4-P1 Elevation: 2627.1 USCS Soil Description Remarks T ype 1 CL Lean Clay with Sand, Loose, with Organics (Plowed Field) 18" Topsoil I 1 2 ML Silt, Cemented Strongly Cemented (Duripan) Silt with Sand 4 I 3 4 5 6 7 Sandy Gravels Terminated at 3.5 feet. No groundwater encountered. 9 10 5P Sitty Gravelly Sand, with Cementation Terminated at 12 feet. No roundwater encountered 11 12 Project: The Family Center at Meridian, Idaho Equip ment: Ford 510 Backhoe with 24" Bucket Depth Moisture Atterberg Limits % 42W SPT Type of ft Content % MILL Sieve Blows Sampler Date: 518/98 Barin No. TP W Location: Buildin 4-P2 elevation: 2628.2 USCS Soil Description Remarks Type CL Lean Clay with Sand, Loose, with Organics 1 2 ML Silts Strongly Cemented (Duripan) 3 4 GP Sandy Gravels Terminated at 3.5 feet. No groundwater encountered. Page 18 �o-%% lo"�' Eng nsertng & lbspecton Services, Inc. I1880 West President, Suite H Boise, Idaho 83713 208-377-2,707 Fax 208-377-9779 1-800-279-9707 TEST PIT LOGS (Project: The Family Center at Meridian, Idaho Date: 5/8f98 Boring No. TP X Equipment: Ford 510 Backhoe with 24" Bucket Location: Buildin 4-P3 Elevation: 2629.9 Depth ft Moisture Content % Atterberg Limits PI 1 LL % -Do Sieve SPT Slows I Type of Sampler USCS Soil Type Description Remarks CL CL Lean Clay with Sand, Loose, with Organics 1 2 [:2— ML ML Sifts Strongly Cemented (Duripan) 3 3 4 , 4 5 GP Sandy Gravels Terminated at 4.0 feet. No aroundvrater encountered. 5 Pro ect: The Family Center at Meridian, Idaho Date: WW I Boring No. TP Y Equipment: Ford 510 Backhoe with 24" Bucket Location: Between Buildings 5-P1 and 5-P2 Elevation: 2631.9 Depth ft Moisture Content % Atterberg Limits Pl / LL % 4200 Sieve SPT Blows Type of Sampler USCS Soil Type Description Remarks CL Lean Clay with Sand, Loose, with Organics 2 ML Sifts, Vk1eakly Cemented Strongly Cemented (Duripan) 3 4 5 GP Sandy Gravels Terminated at 4.5 feet. No qroundwater encountered Page 19 rr ` LF 4�i. F FE 6o �a L LLE Wim' W FFf F/4 V LlV Fl `p V F F FV �V g F 6F V Lam` ca .9g0 Q'�est President, Suite H Boise: Idaho 83713 'Mff 209-377-x707 Fax 208-377-9779 1-SOQ-279-S707 LF AASHTC-1 P"-`®_VEMENT DESIGN Paverna*t -"-c ion Design Location-- Family Center at Meridian, Auto larking Are -as ipalues in italic print are assumed and should be reviewed by the civil design consultant a Eagle Road and Fairview Avenue- venueAverage AverageDaily Traffic Count: 2.000 Design Life(Years): 20 %of Traffic in Design Lane: 100% Terminal Seviceabilltv Index (Ptl: 2.75 Level of Reliability. 95 Subgrade CBR Value: 2 Subgrade Mr. 3.000 Calculation of Design 18 kip ESALs Daily Growth Load Desion Traffic Rate Factors ESADs Passenger Cars: 1.500 3.5% 0.0008 12.387 Buses: 0 3.5% 0.680& 0 Panel & Pickup Trucks: 499 3.5% 0.0122 62.839 2 Axle, 6 Tire Trucks: 0 3.5% 0.1890 0 Concrete Trucks: 1 3.5% 4.4800 45243 Dump Trucks: 0 3.5% 3.6300 0 Tractor Semi Trailer Trucks: 0 3.5% 2.3719 0 Double Trailer Trucks 0 3.5% 2.3187 0 Heavy Tractor Trailer Combo Trucks: 0 3.5% 2.9760 0 Average Daily Traffic in Design Lane: 2400 Total Deslan Life 18 Lisa ESAL's: 129 A58 Actual Loa (ESAL's): 5.084 Trial SN: 3.84 Trial Log (ESAL'sl: 5D34 This must be equal to or greater than the Actual Log (ESAUs) Pavement Section Design SIV: 3.84 This Number must be equal to or greater than the trial SN Design Structural Depth Coefficient Asphaltic Concrete (inches); a_00 0.42 Aggregate lsacaelrse (li€ches;: 4=00 0.14 Run Aggregate Subbase (Inches): 20.00 0.10 ipalues in italic print are assumed and should be reviewed by the civil design consultant a SHT^ IF"AVE SENT DESIGN Paverr'ent Section Desin to..ataon. Family Center at Meridian Eagle Road and Fairview Avenue- E-net§neering Seg InSpese—fle% = Ce.rtree+pa ine, E EHHL�sE EEH i/G EEE vv Eve 3.000 11880 West President, Shite H "* 20 Roise, ldaho 83713 209-377-9707 MEW M Fax 208-377-9779 1-800-279-9707 SHT^ IF"AVE SENT DESIGN Paverr'ent Section Desin to..ataon. Family Center at Meridian Total Design Life 18 kip ESALs: 701.= Actual Lola (ESAL's): 5.846 Trial Std: 5.08 Trial Log (ESAL's): 5.847 Pavement Section Design SN: 5.05 Design Depth Asphaltic Concrete (inchesy A=00 Aggregate lyse Course (Mches): 4.00 Rain !aggregate Subbase (inches): 28.00 This must be equal to or greater than the Actual Log (ESAL's) This Number must be equal to or greater than the trial SN Structural Coefficient 0.42 0_14 0.10 Values in italic Drint are assumed and should be reviewed by the clvii design consuliwet a Eagle Road and Fairview Avenue- Average Daily Traffic Count: 3.000 Design Life(Years): 20 %of Traffic in Design Lane: 100% Terminal Seviceabilitv Index (Pt): 275 Level of Reliability: 95 Subgrade CBR Value: 2 Subarade Mr: 3,000 Calculation of Design 18 kip ESALs Daily Growth Load Desion Traffic Rate Factors ESAL's Passenger Cars: 2000 3.5% 0.0006 16.515 Buses: 0 3.5% 0.6806 0 Panel & Pickup Trucks: 840 3.5% 0.0122 105.781 2 Axle, 6 Tire Trucks: 950 3.5% 0.1890 292.631 Concrete Trucks: 2 3.5% 4.4800 92.486 Dump Trucks: 0 3.5% 3.6300 0 Tractor Semi Trailer Trucks: 4 3.5% 2.3719 97.932 Double Trailer Trucks Af 3.5% 2.3187 95,735 Heavy Tractor Trailer Combo Trucks: 0 3.5% 2.9760 0 Average Daily Traffic in Design Lane: 3.000 Total Design Life 18 kip ESALs: 701.= Actual Lola (ESAL's): 5.846 Trial Std: 5.08 Trial Log (ESAL's): 5.847 Pavement Section Design SN: 5.05 Design Depth Asphaltic Concrete (inchesy A=00 Aggregate lyse Course (Mches): 4.00 Rain !aggregate Subbase (inches): 28.00 This must be equal to or greater than the Actual Log (ESAL's) This Number must be equal to or greater than the trial SN Structural Coefficient 0.42 0_14 0.10 Values in italic Drint are assumed and should be reviewed by the clvii design consuliwet a Dakota Company, Inc. 380 Parkcenter Blvd., Suite 100 Boise, ID 83706 Telephone (208) 343-5223 Fax (208) 343-4954 April 28, 1998 Mr. Bob Arnold President Engineering & Inspection Services, Inc. 11880 W. Presidential Drive #H Boise, Idaho 83713 RE: Family Center At Meridian Geotechnical Investigation Dear Bob: Executed Work Authorization Enclosed is a executed work authorization for the geotechnical investigation of the Family Center At Meridian property, southeast corner Eagle Road and Fairview Avenue, Meridian. Please begin work immediately with the investigation completed with the final report issued by May 29, 1998. Please provide a site plan marked showing the location of test pits and drill holes for approval, prior to commencing field work. The final report should address asphalt pavement design, foundation bearing capacity and design parameters, water table location, topsoil depth and excavation, building pad fill design and construction, backfill, and retaining wall design parameters. I will forward site specific requirements when received from Shopko. Thank you for you for your cooperation. Sincerely, Tom Bauwens VP Construction Dakota Company, Inc. For Hermes Associates r- 9.1Xft PresidentDriw #K.8oise, Idaho 83713 Phone:208.377.97 7 fn208-37747N SpecWbspecdon#Mrials Testing4mirommentala Geotechnid1nvEstigations April24, 1998 Mr. Tom Bauwens Dakota Development 380 Parkcenter Boulevard, Suite 100 Boise, Idaho 83706 Re: Geotechnical Investigation Proposal The Family Center at Meridian, Idaho Dear Mr. Bauwens: Engineering and Inspection Services is pleased to submit this proposal for the performance of professional geotechnical consulting services for the above referenced project. The proposed subsurface exploration will be conducted to provide information needed in the design of cost effective foundation systems for the proposed facility. It is understood that the several structures withgra building area of 847,000 square feet and associated parking lots and satellite building pads are anticipated on an approximately 73 acre parcel located southeast of the Eagle Road- and Fairview Avenue intersection in Meridian, Idaho. The proposed subsurface investigation will include the following services: Field sampling and laboratory testing of the subsurface materials for their physical and engineering properties. At this time we plan to perform our field investigation using a combination of hollow stem auger borings and a backhoe test pits. Approximately 15 to 20 test pits and borings from ten to twelve feet are anticipated in various locations at the site. Consistent soils conditions may reduce the number of test pits and borings -required and in turn may reduce our field time. Laboratory testing will be performed in general accordance with the latest ASTM standard methods. Observation and documentation of the groundwater conditions at the site to depths that will significantly affect or be affected by the foundations. L Page 1 of 6 � OeanAa ix ins ^ Servic,��c 0 11880 W. Preairlent Drive 4KBise,16hoS3713 Phane._208.377.9707 Fax:2 -3774779 SpeciatlWection`MaterialaTestxng#fnvironmenWAGeotechniW-inva gatiol}s > Recommendations for the type of foundations that appear to be suitable for the proposed structures and the existing subsurface conditions. Recommendations will include bearing capacities and general suggestions for foundation construction procedures, sequencing and methods. > Recommendations for pavement design and surface water disposal will be provided. D We will provide lateral earth pressures and friction coefficient for foundation /retaining wall design. > All fieldwork and labwork will be directly supervised-by,a licensed professional engineer. All findings and recommendation will be issued in a written report authored and signed by a licensed professional engineer. The fee for the above described services is estimated below. This value will not be exceeded without prior justification to and permission from our client. The actual invoiced fee will be determined on a unit price basis using the actual quantities of work performed. Your total cost may be fess than anticipated. Schedule of Fees and Services Semiee Quantity cost cost -unit god cost Backhoe- Excavation 4.00 $65.00- per hour $M.OG Hollow Stem Auger Drill Rig Field Engineer/Geologist 8.00 10.00 $135.00 $40A0 per hour per Mour $1,080.00 $400.00 Report Preparation 8.00 $40.00 per hour $326} 00 Principal Engineer 4.00 $85.00 _per.trour $.340.00 Labwork 1.00 $500-00 lump sum _$50D_00 project total_ $2,900.00 L Page 2 of 6 60 19 80 W Pres dentDrlvelUoise, Idaho 88113 Phone; 208.377-07 Fax.108- 1.971 _ Special hpection*MaterialsTa n #Environmental & Geatechaical innstiatin We will begin this project after we have received an endorsed copy of this proposal. Please complete the attached "Geotechnical Project Data Sheet" and return it at your earliest convenience. This sheet provides us with the design information required to properly evaluate soil conditions as they pertain to the proposed structures. All services will be performed in accordance with the attached general conditions: The General Conditions are attached and are a part of this proposal. After authorization is received we will schedule the backhoe as soon- as possible. We will provide a written bearing capacity recommendation two days after the excavation is completed. The laboratory testing and written report will be completed as soon as possible, and will be delivered within two weeks of completion of the field work. We appreciate this opportunity to propose on your project. Please call be if you have any questions or require additional information. Thank you again for reviewing this information and considering our firm. Respectfully yours; Engineering and Inspection Services, Inc. i�44s& Bob J. Arnold, P.E. President Attachments: Geotechnical Project Data Sheet General Condition For Testing & Geotechnical Services THIS PROPOSAL IS AGREED TO BY: Name Printed - Signature & Tale: 1; We_1 �1171e?e Representing- es- L Page 3 of 6 c 19380 Vt Ptesideit&ive#H, wise,_Idaho37131'-377.97 7 Fax. 20.77-04 SPaciai InsPecUon#MaterialsTesting#Envlromental & Gaoteohn d InvesfigaU Geotechnical Project Data Sheet 1. Project Name: �3e'ri/G Z IZ /47 %%%e.,4?! r✓ 2. Project Street Address:_ 5'� � �"�,Q<-Ge 'r 3. City, State, Zip Code:��e��-te� , �a .��o 4. Your Project Number: �J S. Your Project Manager & Phone Number 6. Report Distribution: How Many Copies Of Written Report Are Required: 2 Mailing Address For Written Report & Invoice: P/F ��e ti,T AJC Architect Name, Address & Phone Number: S, ,74 Structural Engineer Name, Address & Phone Number.- 7. umber. 7. Available design information, building size & construction, special features, foundation loads, allowable settlements, etc. L Page 4 of 6 1. 2. 3. 4. 5. �eeftnq s I 1830 W, Pfesidentkive MA bkM O 33713 -Phone: 2Q&377.07 Fax, 208-3774779 Special lvspedon#MMatoaf Testing*�nvirommtal-& Geotedmicafinveskjahm GENERAL CONDITION- FOR TESTING & GEOTECHNICAL SERVICES PARTIES AND SCOPE OF WORK: Engineering & Inspection Services, Inc., (EISI), shall include said person, company; it's personnel or affiliates / subcontractor performing any portion of the work, hereafter referred to as Consultant. "Work" means any service(s) performed by Consultant for client or at client's direction. "This agreement' consists of Consultant's proposal, Consultant's Schedule of Services and Fees; cl'ient's written acceptance -thereof if accepted by Consultant, and these -General Conditions. "Client" refers to the person or business entity ordering and directing the work and in such case the term "client" also includes the principal for whom the work is being performed. Prices quoted and charged- by Consultant for its work are predicated upon the conditions and the allocations of risks and obligations expressed in this agreement. Unless this agreement specifically provides that Consultant is to- perform its work -pursuant to specified Federal, State- or lel- regulations; client assumes sole responsibility for determining whether the quantity and the nature of the work ordered by client is adequate and sufficient for client's intended purpose. Client- shall communicate: these_General Conditions- to each and every, third party to whom client transmits any part of Consultant's work. Consultant shall have no duty or obligation to any party other than those duties- and obligations expressly set forth in -this agreement. Ordering, work from Consultant shall constitute- acceptance of the terms of this agreement. Consultant shall be under no obligation to inform other parties of its activities or discoveries, but shall not be negligent if it does so. HAZARDOUS MATERIALS: Consultant's work may include visual inspection, laboratory analyses and physical testing of sampled subsurface materials. Detection or identification of hazardous materials, which shall include materials defined as such by the Resource Conservation and -Recovery Act; 42 USCA, Sec. 6901, seg., as amended- ("RCRA" r or the Federal Environmental Protection Agency ("EPA') may occur. Nothing contained within this agreement shall be construed or interpreted as requiring Consultant to assume the status of a generator, storey, transporter, treater or disposal facility as those terms appear within RCRA or within any Federal or state statute or regulation governing the generation, transportation, treatment, storage and disposal or pollutants. Client assumes full responsibility for compliance -withthe provisions of RCRA and arty otherFederal or state statute.or regulation, governing the handling, treatment, storage and disposal of any.hazardous materials encountered. SCHEDULING OF WORK: The services set forth in Consultant's proposal and client's acceptance will be accomplished in a timely and workmanlike manner by the Consultant; If Consultant is required to delay any park of its work to accommodate the requests or requirements of client, regulatory agencies, or third parties or due to any cause beyond -the direct- reasonable-corrtrol of Consultant, additional charges may be applicable, which client agrees to, pay. ACCESS -TO SITE: Client will arrange and provide access to each site upon which it will be necessary for Consultant to pert�rm its, work. In the event work is required on any site not owned by client, client represents and warrants to Consultant that Flient has -obtained all necessary permissions for Consultant- to enterupon- the -site -and conduct its -work Client-shatt upon -request, provide Consultant with evidence of such permission as well as acceptance of. the other terms and conditions setforth herein by the owner(s) and tenant(s), if applicable, of such site(s) in a form acceptable to Consultant. Client acknowledges that it is not Consultant's responsibility to notify any such property owner of any findings or problems. Client further recognizes that knowledge acquired as a part of this work may result in a reduction in -a property's value and may provide incentive to-owrrer� of properties affected to initiate legal action against client and / or others. Any work performed by Consultant with, respect to obtaining permission to enter upon and do work on the lands -of -others as well as any work performed by Consultant pursuant to this agreement shall be deemed as being done on behalf of client and client agrees to assume all risks thereof. Consultant shall take reasonable measures and precautions to minimize damage to -each site and any improvements located thereon -as -the- result of its wQrkand the use of its equipment; however, Consultant has not included in its fee the cost of restoration of damage which may occur, if client or the possessor of any interest in any site desires or requires Consultant to restore site to its former conditions., upon written request of client, Consultant will perform such additional work as is necessary to do and client agrees to pay to Consultant the cost thereof. CLIENT'S DUTY TO NOTIFY ENGINEER: Client represents and warrants that he has advised Consultant of any known or suspected hazardous materials, utility lines and pollutants at any site at which Consultant is to do work, and unless Consultant has- assumed in writing the -responsibility of locating subsurface -objects; structures, lines or conduits, client agrees- to defend, indemnify and save Consultant harmless from all claims, suits, losses, costs and expenses, including reasonable attorneys fees as a result of personal injury, death- or property- damage occurring- with respect to- Consultant's performance of its work ,and resulting to or caused by contact with subsurface or latent objects, structures, lines or conduits where the actual or potential presence and location thereof was not revealed to Consultant- by client. �0 Page 5 of 6 �eenn9 �+�ectian Se/?c >> NO W. Pr6dentDrjOK gdsejdaho 8311 None: 20.311- 101 Fax,108•3119119 Special jnspecbft+AaterialS Tednpavironmerdal a Geoteohnica hesfigab& 6. LIMITATIONS OF PROCEDURES, EQUIPMENT AND TESTS: Information obtained from inspections, analysis and testing of sampled materials shall be accurately reported on test reports. Such information is considered evidence with respect to the subsurface conditions, engineering properties and the -detection and identification of hazardous materials; but any inference or conclusion based thereon is necessarily an opinion also based upon engineering judgment and shall not be construed as a representation of fact. Ground water levels may vary due to seasonal and climactical changes and extrinsic conditions. Reported ground water levels indicated the levels at the time the work was performed and are not intended to indicate high, low or average annual levels. Testing conducted over ary extended period of time -would be require to generate such data and is not within the approved scope of work. A site at which pollutants are not found to exist or at the time of inspection do not, in fact, exist, may later, result in contamination of certain subsurface areas such as when a probe- or boring device moves through a contaminated area linking it to an aquifer, underground stream or other hydrous body not previously contaminated and capable of transporting pollutants. Because the risks set forth in this paragraph are unavoidable and because the sampling techniques to be employed are a necessary aspect of Consultant's work on client's behalf, client agrees to assume these risks. 7. DISCOVERY OF UNANTICIPATED POLLUTANTS: The discovery of certain pollutants may make it necessaryfor Consultant to take immediate measures to protect health and safety. Consultant agrees to notify client as soon as practically possible should such pollutants be suspected or discovered. Client agrees to reimburse -Consultant for the reasonable cost of implementing such measures under the circumstances. 8. SOIL AND SAMPLE DISPOSAL: Unless otherwise agreed in- writing,. soils believed at the time to be contaminated will be placed in containers, labeled and left on the site for proper disposition by client. Samples removed by Consultant to its laboratory will, upon completion of testing, be disposed by Consultant in an approved manner. 9. WARRANTY: Consultant's work will be performed, its findings obtained and its reports prepared in accordance with this agreement and with generally accepted principles and- practices in performing its work hereunder. Consultant will use that degree of care and skill ordinarily exercised under similar circumstances by members of its profession in the community and, in accordance with paragraph Six of these general conditions, Client agrees not to hold Consultant liable for failure -to discover hazardous materials and / or conditions. This warranty is in lieu of all other warranties or representations, either expressed or implied. Client agrees that the maximum liability of Consultant, whether under contract or negligence, shaff be limited to $10,000.00 or the total amount of the fee paid to Consultant under this agreement, whichever amount is greater. In the event Client is unwilling or unable to limit Consultant's liability in accordance -with the provisions set forth in this paragraph, upon written request of Client together with payment of an additional fee in the amount of 10% of Consultant's estimated cost for doing the work received within five days of client's- acceptance hereof (to be adjusted t¢ 10% of the amount actually billed by Consultant for its work on the project at time of completion), the limit of liability shall be increased to $50,000.00. This charge will not be -construed as being a charge -for insurance of any type; but is increased consideration for the greater liability involved. 10. INDEMNITY: In the event that client or client's principal shall bring any suit, cause of action or counterclaim against Consultant, to the extent Consultant shall prevail, the party initiating such action shat+ pay to Consultant the costs and expenses- incurred to answer and or defend such action, including reasonable attorneys fees and court costs. In no event shall Consultant indemnify any other party for the,consequences-of the -party's negligence, including failure to follow Consultant's recommendations. 11. PAYMENT: Client shall be invoiced upon completion of the work or once each month for work performed during the preceding period. Client agrees to pay each invoice-wittrin thirty, (30-} days of its receipt. Client further agrees to pay interest on all amounts invoiced and not paid or objected to for valid cause in writing within said thirty (30) day period at the maximum interest rate permitted under applicable law, until paid. Client agrees to pay Coasultant's- cost of collection of all amounts due and unpaid after sixty (60) days, including lien costs, court costs and reasonable attorney's fees. Consultant shall not be bound by any provision or agreement requiring or providing for arbitration of disputes or controversies arising- out of this. agreement, ,any provision wherein Consultant waives any rights to a mechanics lien, or any provision conditioning Consultant's right to receive payment for its work upon payment to client by any third party. These -general conditions -are notice, where- required; that Consultant shall file a lien whenever necessary to collect past due amounts. This Agreement may be terminated by either party upon seven day's prior written notice In -the- event of termination, Consultant shall be compensated by client for all services performed up to and including the termination date, including reimbursable expenses. Consultant's employees shall not be retained as expert witnesses, except by separate, written agreement. Client agrees to pay Consultant pursuant to Consultant's then current Schedule of Services and Fees for any Consultant employee subpoenaed by any party as an occurrence witness as a result of Consultant's work. This agreement may be amended, modified -or terminated -only by a written instrument signed by each of the parties hereto. Nothing -Follows j G� Page 6 of 6 ar,A COUNTY RECORDER J. DAVID NA ARRO 11,T!T, InAIi0 WHEN RECORDED, PLEASE RETURN 'g99FE' } PM 4• 18 Hermes Associates, Ltd. The Hermes Building 455 East 500 South, # 400 Salt Lake City, Utah 84111-3312 RECORDED - nrQUEST OF J FEE 990!3907 ALLIANCE TITLE DECLARATION OF CONDITIONS, COVENANTS, RESTRICTIONS AND GRANT OF EASEMENTS (The Family Centers at Meridian, Ada County -Idaho) This Declaration of Conditions, Covenants, Restrictions a— Grant Easements (the "Declaration") made and executed this day of , 1998, by Hermes Associates, Ltd., a Utah Limited Liabili y Company (hereinafter referred to as "Hermes"), whose principal business address The Hermes Building, 455 East 500 South, # 400, Salt Lake City, Utah 84111-3325, and by such other parties as are signatories to this Declaration. WITNESSETH: WHEREAS, Hermes is the Owner and Developer of that certain commercial shopping center development known as The Family Centers at Meridian (the "Shopping Center"), located upon real property shown on Exhibit "A", situated in Ada County, State of Idaho, which is incorporated herein by this reference; and WHEREAS, Hermes will enter into leases with various tenants wherein some of said tenants will be granted the right to operate a particular type of business within said Shopping Center; and WHEREAS, Hermes has agreed to place certain restrictions upon the Shopping Center and to grant certain easements over a portion of the Shopping Center. NOW, THEREFORE, in consideration of the mutual benefits to be derived from this Declaration, the undersigned agree as follows and hereby declare and grant as follows: 1. Definitions. Each of the following terms shall have the indicated meaning: "Buildings" means all buildings located in the Shopping Center at any time which are intended for permanent use or occupancy, including the area directly below such buildings, all projections and extensions of, and additions to, such buildings, C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) and all platforms and docks affixed to the outside of such buildings. "Building" means any of the Buildings. "Common Area" means the Common Facilities, the Common Utility Facilities, the Landscaping and all other parts of the Shopping Center, except for those parts on which Buildings are constructed on or after the date of this Declaration. "Common Area Maintenance Expenses" or "CAM" or "CAM Costs" or CAM Expenses", means the actual costs incurred by the Owner (and/or Landlord, and/or Manager) of: (i) all reasonable costs, expenses, fees and other amounts (including appropriate reasonable reserves) incurred or payable by the Owner, or Manager, or Developer in connection with the improvement, operation, management, maintenance and repair of the Common Area and the performance of Owner's or Manager's duties and rights hereunder including, without limitation, all reasonable costs, expenses, fees and other amounts relating to utilities, cleaning, sweeping, ice, snow and rubbish removal, landscaping, resurfacing, re -striping, replacing damaged or worn-out Improvements, insurance, licenses and permits, supplies, traffic regulation and control, fire, police protection and other security services, decorations for holidays and special events, personnel (other than managerial personnel) necessary to perform any of the foregoing and depreciation allowance on any machinery or equipment owned by Manager and used in connection with such matters; (ii) managerial, clerical and overhead charges, fees, costs and other amounts, all of which shall be deemed to be equal to twelve percent (12%) of the total of all other Common Expenses; and (iii) Common Expenses due but not paid to Manager, which are determined by Manager not to be legally or practicably recoverable (after reasonable effort) from the responsible Owner, together with all interest, costs and attorneys' fees. Any assessment for public improvements levied against the entire Shopping Center, rather than against individual Parcels, shall be paid by each Owner in accordance with its Common Expense Share, and shall be part of the Common Expenses. "Common Utility Facilities" means all pipes, lines, wires, conduits and related facilities for electricity, natural gas, other fuels or power sources, telephone, sewage, storm drainage and all types of water that are intended, designed or used for the benefit of the Common Area or more than one Parcel. "Developer" means Hermes Associates, Ltd., a Utah limited partnership, or its successor in interest; provided, however, that if Developer resigns its duties under this Declaration, Manager shall be deemed to have assumed, and shall perform, such duties. Developer's rights under this Declaration may be assigned to any Owner in the sole discretion of Developer. C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) "Improvements" means all Buildings, Common Utility Facilities, Landscaping, roads, curbs, gutters, down spouts and roof gutters, roofs, roof membranes, sidewalks, exterior lighting, fencing, walls, signs, utility systems and facilities and other improvements located on the realty concerned. "Improvement" means any of the Improvements. "Landscaping" means all outdoor areas in the Shopping Center landscaped with lawn, flowers, ground cover, shrubbery, trees, ponds, fountains, gardens or similar improvements. "Manager" means the Owner, and or Developer, and/or any other entity, which may be delegated the rights and the obligations and to perform the duties of the Developer or Owner as set forth in this Declaration. "Mortgage" means a mortgage or a deed of trust recorded in the official records. "Mortgagee" means the mortgagee under a mortgage or the beneficiary under a deed of trust recorded in the official records. "Official records" means the official records of the Ada County Recorder, State of Idaho. "Owner" means the person who at the time concerned is the owner of record (in the official records) of a fee or an undivided fee interest in any part of the Parcel concerned. If any Parcel has more than one Owner, the liability of each such Owner under this Declaration shall be joint and several. Notwithstanding any applicable theory relating to a Mortgage, the term "Owner" shall not mean a Mortgagee unless and until such Mortgagee has acquired title to the realty concerned pursuant to foreclosure or any arrangement or proceeding in lieu of foreclosure. "Parcel" means the land area in Ada County, Idaho, described in the attached exhibit "B" which by this reference is incorporated herein and made a part hereof, together with all Improvements on such land, and any real property defined as an additional parcel in an amendment to this Declaration executed and recorded pursuant to Paragraph 25. "Shopping Center" means the Parcel and any real property defined as an additional part of The Family Center® at Meridian, Ada County -Idaho in an amendment to this Declaration executed and recorded pursuant to Paragraph 25, together with all Improvements located on such real property. "Taxes" means all taxes, assessments, charges and fees imposed, assessed or levied by any governmental or other public C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) authority on or against the realty concerned. "Vehicular and Pedestrian Areas" means all areas located in the Shopping Center from time to time that are designed to be used for the parking of motor vehicles or for pedestrian or vehicular movement, including, without limitation, parking areas, roads, driveways, walkways and sidewalks. 2.1. Developer Approval. Except for maintenance and repair of the Common Area conducted by Manager, no excavation, grading or similar work in the Shopping Center shall be commenced, no Improvement in the Shopping Center shall be constructed or installed, and no alteration, refurbishing or repainting of the exterior of any Improvement shall be performed, unless and until complete plans (including, without limitation, exterior elevations, exterior building materials, colors and signage) have first been submitted to, and approved in writing by, Developer, such approval not to be unreasonably withheld. In determining whether to approve or disapprove plans submitted, Developer shall use its reasonable, good faith judgment to assure that all Improvements are of good quality and sound construction, harmonize with existing surroundings and Improvements and comply with the other requirements of this Declaration. Developer may, however, approve plans which entail a variance from such requirements so long as in the reasonable judgment of Developer such variance is necessary or appropriate. The fact that Improvements comply with applicable zoning and other laws shall not necessarily mean that such Improvements will be permissible under this Declaration. Any plans submitted to Developer shall be approved or disapproved by Developer in writing within thirty (30) days after submission. If Developer fails to take any action within such period, Developer shall be deemed to have approved the material submitted. Any disapproval of such material by Developer shall be in writing and shall be accompanied by a reasonably detailed explanation for such disapproval. Review or approval by Developer of any plans shall be solely for its own benefit, and shall not be deemed to be or to result in any warranty, representation or conclusion by Developer relative to the technical adequacy of such plans or the safety, soundness or compliance with applicable law of the Improvements described by such plans. Developer shall not be liable for damages by reason of any action, inaction, approval or disapproval by Developer with respect to any request made pursuant to this Declaration so long as such action, inaction, approval or disapproval did not occur as a result of actual malice. 2.2 Use and Construction. No part of the Shopping Center may be occupied for any use which violates any applicable law, ordinance, rule or regulation or which is inconsistent with C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) 4 this Declaration. Buildings shall be used only for commercial purposes, including, without limitation, financial institutions, offices and retail stores. All Buildings shall be first-class buildings designed for retail or other commercial use of the type and quality typically found in first-class, high-quality shopping center developments, architecturally and aesthetically compatible with all other Buildings, constructed and operated in such a manner as will preserve the sprinklered rate on any other Buildings and constructed in compliance with all applicable state, county and municipal subdivision, building, zoning and other laws, ordinances, rules and regulations. All Buildings shall be located within those parts of the Shopping Center crosshatched on the site plan attached as Exhibit A and incorporated by this reference, except for any drive through, canopy, underground footing or other incidental encroachment approved by Developer. Prior to or in conjunction with the construction and completion of any Building, related Landscaping and Vehicular and Pedestrian Areas shall be constructed in accordance with this Declaration. Vehicular and Pedestrian Areas shall be surfaced with asphalt or concrete, shall be adequately striped or otherwise marked and shall be graded and constructed in such a way as to ensure adequate water drainage. After the initial construction of any Landscaping or Vehicular and Pedestrian Areas, the same shall not be demolished, removed or altered in any material respect without the prior written approval of Developer. 2.3 Maintenance. Each Owner shall maintain in good and attractive order, condition and repair all Improvements situated on such Owner's Parcel which are not required by this Declaration to be maintained by Manager. No provision of this Declaration shall be construed to mean that any Building cannot be razed or removed at any time or must be restored or reconstructed if damaged or destroyed. However, if an Owner razes or removes any Building, or if any Building is damaged or destroyed, within a reasonable time after such occurrence the Owner of the Parcel on which such Building is or was located shall either cause such Building to be replaced or restored or cause all debris to be removed and the site of such Building to be left in a level, clean and sightly condition pending construction of another Building. 3. Common Area Easements. 3.1 Access Easements. Each Parcel shall have appurtenant thereto and be benefited by, and the Vehicular and Pedestrian Areas shall be subject to and be burdened by, a perpetual, nonexclusive right-of-way and easement for vehicular and pedestrian ingress and egress and vehicular parking on, over and across those areas designed for such use. The use of such right- of-way and easement shall be limited to general commercial purposes, which shall include reasonable and customary deliveries. C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) 5 n 1 1�`1 No Vehicular and Pedestrian Areas, once constructed, shall be reconfigured so as to eliminate or substantially impair the right- of-way and easement created pursuant to this Paragraph 3.1 without the prior written approval of Developer. 3.2 Utility Easements. Each Parcel shall have appurtenant thereto and be benefited by, and the Common Area shall be subject to and be burdened by, a perpetual, nonexclusive right- of-way and easement for the laying, construction, installation, operation, inspection, servicing, maintenance, repair, removal, alteration, enlargement, relocation and replacement of utility pipes, lines, wires, conduits and related facilities (including, without limitation, any Common Utility Facilities and, whether or not the same are part of the Common Utility Facilities, pipes, lines, wires, conduits and related facilities for electricity, natural gas, other fuels or power sources, telephone, sewage, storm drainage and all types of water) under, through and across the Common Area. If the rights provided for in this Paragraph 3.2 are exercised, the Owner intended to be served by the easement concerned shall pay the cost involved with such exercise and, at such Owner's sole cost, restore to their previous condition any Improvements which may be damaged as a result of such exercise. Each utility pipe, line, wire, conduit and related facility located within the Shopping Center shall be located underground to the extent reasonably possible. Any work pursuant to this paragraph shall not unreasonably interfere with the store operation of any owner or lessee. 3.3 No Obstruction. Except to the extent approved by Developer pursuant to Paragraph 3.1, no Owner shall permit to be constructed on the Common Area located on such Owner's Parcel any fence, wall, barricade or other obstruction, whether temporary or permanent in nature, which materially limits or impairs vehicular and pedestrian traffic over any part of the Shopping Center, or shall otherwise obstruct or interfere with the free flow of such traffic, except as may be reasonably necessary or appropriate during periods that construction activities are ongoing or to the extent that Manager reasonably deems it necessary to do so tempo- rarily to prevent a public dedication of, or the accrual of any rights of the public in, the Common Area. 4. Manager's Duties. Manager, if one appointed, shall timely perform the duties set forth in this Paragraph 4, for which Manager shall be reimbursed in accordance with this Declaration. Manager shall have no obligation to perform, and no liability for failure to perform, any obligation set forth in this Declaration, the cost of which is to be reimbursed (in whole or in part) by the Owners, if the funds to pay for such obligation are not timely received by Manager pursuant to this Declaration. C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) 6 �� 4.1 Maintenance. Manager, if not maintained by Owner, shall keep the Common Area in a reasonably clean, orderly and usable condition and in a good state of maintenance and repair, consistent with a first-class shopping center development. 4.2 Insurance. Manager, if not maintained by Owner, shall maintain commercial general liability insurance insuring all Owners and such other persons who hold a leasehold estate or other interest in any Parcel and who are designated as a named insured in a writing delivered to Manager by the Owner of such Parcel, as their respective interests may appear, against all claims for personal injury, death or property damage occurring on the Common Area. Such insurance shall be written with an insurer licensed to do business in the State of Idaho, and have limits of liability of at least One Million Dollars ($1,000,000.00) combined single limit, which may be increased by Manager in its sole discretion from time to time. 4.3 Damaae. If all or any part of the Common Area is damaged or destroyed through casualty, Manager shall rebuild and restore the same to substantially the same condition as existed prior to the damage or destruction. Each Owner shall, within thirty (30) days after notice of the amount due, contribute an amount equal to the product obtained by multiplying the Common Expense Share of such Owner by the cost of such rebuilding and restoration. Appropriate additional payments by, or refunds to, each Owner shall be made on completion of such rebuilding or restoration. 4.4 Condemnation. If all or any part of the Common Area is taken through condemnation or is conveyed to a condemning authority under threat of condemnation, the entire condemnation award or proceeds shall be paid to Manager; provided, however, that any such award or proceeds relating to the value of land (as opposed to any Improvements on the land) shall be paid to the Owner of such land. Manager shall, as soon as reasonably possible, restore the remaining Improvements in compliance with all applicable laws, ordinances, rules and regulations. Such restoration shall be of equal or better quality in materials and workmanship as the original Improvements, and the cost of such restoration, in excess of the condemnation award and proceeds available, shall constitute Common Expenses. Any condemnation award or proceeds for the Improvements remaining after such restoration shall be distributed to each Owner on the basis of such Owner's Common Expense Share. 4.5 Default. If Manager fails to perform any obligation under this Paragraph 4, and such failure continues for a period of thirty (30) days after written notice of such failure is given to C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) Manager by any other Owner, or if the performance of such obligation would reasonably require more than thirty (30) days, if Manager fails to commence such performance within such thirty (30) day period or thereafter diligently prosecute such performance to completion, the Owner giving such notice may, on written notice to Manager, perform such obligation in the stead of Manager. Such Owner shall be reimbursed for such performance in the same manner as if such obligation had been performed by Manager. 5.1 Collection. Each Owner shall, in the manner de- scribed in this Paragraph 5, contribute such Owner's Common Expense Share. Manager shall make reasonable, good faith efforts to collect from each Owner such Owner's Common Expense Share and may, at its option, do either of the following: (a) invoice each Owner for such Owner's Common Expense Share on a monthly, quarterly or other periodic basis as the actual amount of the Common Expense Share becomes known (in which event, the Common Expense Share shall be due and payable within thirty (30) days after the delivery of such invoice); or (b) invoice each Owner in advance based on Manager's reasonable estimate of the Common Expense Share for the period concerned. If Manager adopts the second alternative, each Owner shall pay such Owner's Common Expense Share in equal installments on the first day of each month, and as soon as reasonably possible after the end of each calendar year, Manager shall furnish each Owner with a reasonably detailed final statement of the actual amount of such Owner's Common Expense Share for such calendar year. If such final statement reveals that the monthly installments made by an Owner aggregate less than such Owner's Common Expense Share for such calendar year, such Owner shall pay the amount owing to Manager within twenty (20) days after such final statement is furnished. If such final statement reveals that an Owner's payments aggregate more than such Owner's Common Expense Share for such calendar year, the excess amount shall, at the option of Manager, either be returned to such Owner or be applied by Manager to amounts next due from such Owner under this Paragraph 5. Any amount required to be paid under this Paragraph 5 which is not timely paid shall accrue interest on and after the date due until paid in full, before and after judgment, at the rate of eighteen percent (18%) per annum. In addition, a late charge of five percent (5%) of such payment may be charged by Manager. Such late charge is payable not as a penalty, but in order to compensate Manager for the additional expense involved in handling the delinquent payment. The acceptance by Manager of any payment that is less than the entire amount then due shall be on account only and shall not constitute a waiver of the obligation to pay such C:\WPDOCS\boise\meridian declara[ion.4.wpd June 25, 1998 (3:23PM) entire amount. 5.2 Certain Obligations and Rights. The obligations of each Owner under Paragraph 5.1 and all other provisions of this Declaration are the personal obligations of such Owner. No Owner may avoid or diminish the personal nature of such obligations by waiver of the use and enjoyment of the Common Area, by abandonment of such Owner's Parcel or any Improvements on such Owner's Parcel or by waiver of any services or amenities provided for in this Declaration. Suit to recover a money judgment for any amount due may be maintained without foreclosing or waiving the lien described in Paragraph 5.3. All remedies set forth in this Paragraph 5 are cumulative and are in addition to any remedies otherwise available at law or in equity, which shall include the right to restrain by injunction any violation or threatened violation of this Declaration and to compel by decree specific performance, it being agreed that the remedy at law for any breach may be inadequate. 5.3 Lien. If not paid when due, the amounts due under this Paragraph 5 or any other amounts payable to Manager under this Declaration may be secured by a lien against any Parcel owned by the delinquent Owner. Such lien shall be evidenced by a notice of lien filed for record by Manager in the official records. A copy of such notice of lien shall be given to such Owner within ten (10) days following recordation. Such notice of lien shall set forth the unpaid amount, the date such amount was due, the name of such Owner and a description of the property subject to such lien, and shall be signed and acknowledged by Manager. Any such lien may be foreclosed in the same manner as is provided under applicable law for the foreclosure of mortgages covering real property, and shall be subject and subordinate to (a) each Mortgage recorded at the time such notice of lien is filed, (b) this Declaration, (c) each (recorded or unrecorded) utility right-of-way and easement existing at the time such notice of lien is filed, (d) the interest of each tenant or lessee under each lease, rental agreement or similar instrument (whether recorded or unrecorded) existing at the time such notice of lien is filed, and (e) the lien for general taxes and other governmental assessments, but shall be prior and superior to all other interests, whether recorded or unrecorded at the time such notice of lien is filed. 6. Taxes. Each Owner shall pay, prior to delinquency, all Taxes on its Parcel, unless the collection of such Taxes and any sale or forfeiture of such Parcel for nonpayment of such Taxes is prevented or suspended through appropriate legal proceedings. If any Parcel is not assessed and taxed as an independent parcel for tax purposes, the Taxes allocable to such Parcel shall be an equitable proportion of the Taxes for all of the land and Improvements included within each relevant tax parcel assessed, such proportion to be determined by Manager from the respective C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) 9 valuations assigned in the assessor's work sheets or such other information as may be reasonably available. 7. Insurance. Each Owner shall maintain commercial general liability insurance providing coverage against bodily injury, death and property damage occurring, or by reason of activities, on or about the Shopping Center. Such insurance shall be carried with a responsible company and shall afford at least the coverage provided by a "combined single limit" of $5,000,000.00 for bodily injury, death and property damage. With the prior written approval of Manager, any Owner may comply with the requirements of this Paragraph 7 by the purchase of blanket coverage, and may elect such deductible provisions as are consistent with good business practices. Each Owner shall, on request, furnish Manager with a certificate issued by its insurer evidencing that insurance is in force which complies with the requirements of this Paragraph 7. 8. Indemnification. Each Owner shall indemnify, defend and hold harmless Developer and each other Owner from and against all losses, damages, claims, causes of action, demands, obligations, suits, controversies, costs, expenses (including, without limitation, litigation expenses and attorneys' fees, whether incurred with or without the filing of suit, on appeal or otherwise), liabilities, judgments and liens, of whatever kind or character, which are caused by the use, deposit, storage, disposal, transportation or release of any hazardous substances, hazardous wastes, pollutants or contaminants on any part of the Shopping Center by the indemnifying Owner or any person leasing or occupying the Parcel owned by such indemnifying Owner, or by any agent, employee, contractor, invitee or licensee of the indemnifying Owner or any person leasing or occupying the Parcel owned by such indemnifying Owner. 9. Grant of easements. Hermes and all other signatories to this Declaration reserve to themselves, their successors and assigns and grant to the tenants of the Shopping Center a non-exclusive easement over and upon parking and common areas shown on the attached Exhibit "A" for the purpose of vehicular egress and ingress and the parking of motor vehicles of the customers, patrons, suppliers, and employees of the tenants and their subtenants and concessionaires. Said easement shall, in the case of tenants, be appurtenant to the respective demised premises of the tenant and shall, in each instance, automatically terminate upon the termination of their respective leases. All of those portions of the Shopping Center (including driveways, turn -abouts loading areas, landscape areas, perimeter walls and fences,, pedestrian walkways and malls) not shown as building area on Exhibit "A" shall be considered as common areas. Hermes and all other signatory parties further hereby declare C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) 10 i that as long as any of said easements are in existence, and except as to any areas to be used for seasonal sales, no building, fence, wall or other obstruction shall be erected or maintained upon any portion of said parking and common area other than the customary parking lot improvements such as light standards, sign pylons and landscaping. Anything to the contrary herein contained notwithstanding, the Owner and/or Developer shall have the right to make reasonable changes in the buildings and common areas shown in Exhibit "A" hereto attached without obtaining the prior consent of the tenants. However, no Owner or Developer shall reduce the amount of parking spaces in the Shopping Center, or their respective parcels to a number which is less than the ratio of 5.0 parking spaces for each 1,000 square feet of building area, in the Shopping Center. Anything to the contrary hereinabove notwithstanding, so long as the above parking ratios and building to land ratios are maintained, and so long as driveway accesses between and among the parcels and visibility corridors to major streets are maintained and parking areas are reasonable, the owners of the properties reserve unto themselves the right to change the layout and density of buildings, parking areas and/or driveway accesses. 10. Signacre. No signs other than the signs provided for and as allowed in the various lease agreements or directional signs for guidance upon the parking and driveway area, or any pylon signs upon the multi -tenant pylon sign structure to be located except as mutually agreed by Owner or Developer. These said signs shall be erected or maintained upon the parking area, driveway area, or building area, only with the written consent of the owners as provided herein upon the parking area, driveway area, or building area, only with the written consent of the owners as provided herein. 11. Title and Mortgage Protection. Except as set forth in Paragraph 5.3, breach of this Declaration shall not result in any forfeiture or reversion of title or of any other interest in any part of the Shopping Center, and shall not defeat, impair or render invalid the lien of, or other rights under, any Mortgage covering any part of the Shopping Center. Unless and until it enters into possession or acquires title pursuant to foreclosure or any arrangement or proceeding in lieu of foreclosure, any Mortgagee interested under any Mortgage affecting any part of the Shopping Center shall have no obligation to take any action to comply with, and may not be compelled to take any action to comply with, this Declaration (other than those provisions, if any, concerning a consent to be given by a Mortgagee, if a Mortgagee's failure to give such consent is wrongful). 12. Covenants to Run with Land. This Declaration shall C:\WPDOCS\boise\meridian declaration.9_wpd June 25, 1998 (3:23PM) r►. constitute a covenant running with the land, and shall be binding on and shall inure to the benefit of Developer, each Owner, any other party which has or comes to have any interest in or which occupies or comes to occupy a Parcel or any other part of the Shopping Center, and their respective successors and assigns. This Declaration shall be binding on each part of the Shopping Center, and all interests in any part of the Shopping Center shall be subject to this Declaration. By in any way coming to have any interest in or occupying any part of the Shopping Center, the person so coming to have such interest or occupying agrees to be bound by this Declaration; provided, however, that no such person shall have liability under this Declaration as an Owner until such person becomes an "Owner," as defined in Paragraph 1, nor shall such person have liability under this Declaration for any acts committed prior to such person becoming an Owner. 13. Amendment. This Declaration may be amended by an instrument filed for record in the official records, executed by Developer, each Owner and each Mortgagee holding a Mortgage encumbering any part of the Shopping Center, except as follows: (a) Any amendment to this Declaration which changes the metes and bounds description of any Parcel (including, without limitation, the creation of an additional Parcel by subdividing an existing Parcel) only needs to be executed by Developer, each Owner of the realty involved in the metes and bounds description change and any Mortgagee holding a Mortgage encumbering such realty, and shall set forth a metes and bounds description of each affected Parcel. (b) Any amendment to this Declaration which expands the Shopping Center to include any other real property only needs to be executed by Developer, each Owner of such other property and any Mortgagee holding a Mortgage encumbering such other property, and shall set forth a metes and bounds description of such property. Unless under this Paragraph 13 it is a necessary party to the amendment concerned, no other person need execute such amendment in order to make such amendment in all respects effective, valid, binding and enforceable as against all persons. 14. Attorneys' Fees. If any action is brought because of a default under or to enforce or interpret this Declaration, in addition to the relief to which such party is entitled, the party prevailing in such action shall be entitled to recover from the unsuccessful party reasonable attorneys' fees (including those incurred in connection with any appeal), the amount of which shall be fixed by the court and made a part of any judgment rendered. 15. Release On Transfer. On and after the date an Owner C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) 12 t�l I transfers (other than merely for purposes of security for an obligation) or is otherwise divested of such Owner's ownership interest in any Parcel, such Owner shall be relieved of all liabilities and obligations under this Declaration related to such Parcel, except such liabilities or obligations as may have accrued as of the date of such transfer or divestiture. 16. No Merger. The easements, covenants, restrictions and other provisions contained in this Declaration shall remain in full force and effect despite the fact that all or a part of the Shopping Center may be owned by the same person from time to time, it being the intention of Developer to create a common scheme for the development and operation of the Shopping Center which will not be terminated by the doctrine of merger or otherwise, unless this Declaration is terminated in accordance with the provisions herein. 17. Force Majeure. Manager and any Owner or other person obligated under this Declaration shall be excused from performing any obligation set forth in this Declaration, except the payment of money, so long as (but only so long as) the performance of such obligation is prevented or delayed by an act of God, weather, avalanche, fire, earthquake, flood, explosion, act of the elements, war, invasion, insurrection, riot, malicious mischief, vandalism, larceny, inability to procure or general shortage of labor, equipment, facilities, materials or supplies in the open market, failure of transportation, strikes, lockouts or order of government or civil defense authorities, or any other cause beyond the control of the Owner or other person prevented or delayed. 18. Certain Agreements. The purpose of this Declaration is to create certain easements, covenants, restrictions and other provisions which are to apply among the Parcels and which are to define and govern the rights and obligations as between those persons interested in a given Parcel, on the one hand, and those persons interested in other Parcels, on the other. Accordingly, this Declaration shall not alter any agreements which allocate rights and obligations of persons having an interest in the same Parcel among such persons or third parties. 19. Effective Dates and Duration. This Declaration and any amendment to this Declaration shall take effect as of the date on which it is filed for record in the official records. This Declaration shall remain effective until terminated and extin- guished by an instrument filed in the official records and executed by each Owner of the Shopping Center and the Mortgagee under each Mortgage then affecting the Shopping Center. 20. Interpretation. The captions which precede the Para- graphs of this Declaration are for convenience only and shall in no way affect the manner in which this Declaration is construed. This C:\WPDOCS\boise\meridian declaration.4.wpd June 25, 1998 (3:23PM) 13 n J 10-*, ,., EXHIBIT "A" I Nt I Exhibit "B" Total three (3) Pages This exhibit is attached to that certain Declaration of Conditions, Covenants, Restrictions and Easements for the Family Center® at Meridian, Meridian, Ada County, Idaho, and it contains the legal description of the shopping center 10.1 PARCEL 2 Exhibit "IR -11 Page 1 of 3 A parcel of land located in the West Half of the Northwest Quarter of Section 9, Township 3 North, Range I East, Boise Meridian, Ada County, Idaho, more particularly described as follows: ACING at the corner common to Sections 4, 5, 8 and the said Section 9, from which the Quarter corner common to said Sections 8 and 9 bears South 01 degrees 08'42" West, 2649.45 feet; thence South 01 degrees 08142" West, 1595.21 feet (formerly described as South 01 degrees 08110" West, 1594.13 feet) to a point; thence South 88 degrees 511501, East, 70.00 feet to the Northwest corner of Lot 1, Block 2, of Crossroads Subdivision No. 1, as same is recorded in Book 65 of Plata, at Pages 6644 and 6645, records of Ada County, Idaho, said point being the REAL POINT OF BEGINNING; thence along the Easterly right-of-way of N. Eagle Road (State Highway 55) North 01 degrees 08142" East, 569.42 feet to a point; thence South 88 degrees 51150" East, 660.17 feet to a point; thence South 01 degrees 08'13" West along the extended and Westerly boundary of said Crossroad Subdiviaion No. 1, a distance of 626.62 feet to a point on the Northerly right-of-way of E. Presidential Drive; thence 205.24 feet along said right-of-way and the arc of a non -tangent curve to the left, having a radius of 258.82 feet, a central angle of 45 degrees 26'021, and a long chord bearing North 66 degrees 08'49" West, 199.90 feet to a point; thence North 88 degrees S1150" Went, 395.36 feet to the Southeast corner of said Lot 1, Block 2 of Crossroads Subdivision No. I; thence along the exterior boundary of said Lot 1 North 01 degrees 08.10" East, 10.00 feet to a point; thence 31,42 feet along the arc of a curve to the left, having a radius of 20.00 feet, a central angle of 90 degrees 00'00•, and a long chord bearing North 43 degrees 51'50" West, 28.28 feet to a point; thence North 88 degrees 51150" West, 10.00 feet to a point; thence 31.42 feet along the arc of a curve to the right, having a radius of 20.00 feet, a central angle of 90 degrees 00'00", and a long chord bearing North 43 degrees 51'50" west, 28.28 feet to a point; thence North 01 degrees 08'10" East, 110.00 feet to a point; thence 31.42 feet along the arc of a curve to the left, having a radius of 20.00 feet, a central angle of 90 degrees 00'0011, and a long chord bearing North 43 degrees 51150" West, 28.28 feet to a point; thence North 88 degrees 51150^ West, 10.49 feet (formerly described as 10.00 feet) to the REAL POINT OF BEGINNING. Exhibit "'B" Page 2 of 3 PARCEL 3 A parcel of land located in the Northwest Quarter of the Northwest Quarter of Section 9, Township 3 North, Range I Rant, Boise Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at the corner common to Sections 4, 5, 8 and the said Section 9, from which the Quarter corner common to said Sections 4 and 9 bears South 89 degrees 22'10" East, 2659.63 feet; thence South 89 degrees 22110" East, 1017.88 feet to a point; thence South 01 degrees 081131, West, 56.07 feet to a point on the Southerly right-of-way of Fairview Avenue, said point being the REAL POINT OF BEGINNING; thence continuing South 01 degrees 08`13" West, 893.72 feet to a point on the exterior boundary line of Crossroada Subdivision No. 4 as filed in Book 73 of Plats at Pagee 7519 and 7520, records of Ada County, Idaho; thence along said exterior boundary line North 88 degrees 51'47" West, 287.81 feet to a point; thence continuing along said exterior boundary line South 01 degrees 08'13* West, 85.00 feet to a point; thence leaving said exterior boundary line North 88 degrees 51150" West, 660.17 feet to a point on the Easterly right-of-way of N. Eagle Road (State Highway 55); thence along said right-of-way North 01 degrees 08'42" East, 870.30 feet to a point; thence North 58 degrees 10131" East, 161.96 feet to a point on the Southerly right -of -Kay of Fairview Avenue; thence Along said right-of-way South 89 degrees 35'24" East, 410.04 feet to a point; thence North 00 degrees 24136" East, 10.00 feet to a point; thence South 89 degrees 35'24" East, 402.12 feet to the REAL POINT OF BEGINNING. PARCEL 4 Exhibit "B" Page 3 of 3 A parCel of land located in the North Half of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described an ACING at the Corner common to Sections 4, 5, 8, and the said Section 9, from which the Quarter corner common to said SeCtivna 4 and 9 bears South 89 degrees 22110" East, 2659.63 feet; thence South 89 degrees 22'10" East, 1017.8$ feet to a point; thence South 01 degrees 08.13" West, 56.07 feet to a point on tine Southerly right-of-way of Fairview Avenue, said point being the REAL POINT OF BEGINNING; thence along said Southerly right-of-way South 89 degrees 35124" East, 1040.31 feet to a point; thence South 00 degrees 25'00" West, 831.11 Feet to a point on the North boundary line of Crossroads Subdivision No. 5 as filed in Book 75 of Plats at Pages 7779 and 7780, records of Ada County, Idaho; thence along the extended and Porth boundary line of said Croasroads Subdivision No. 5 North 89 degrees 35132" West, 1050.76 feet to a point; thence North 01 degrees 08'13" East, 831.22 feet to the REAL POINT OF BSG I NN INCA . Exhibit "B" Total three (3) Pages This exhibit is attached to that certain Declaration of Conditions, Covenants, Restrictions and Easements for the Family Centers at Meridian, Meridian, Ada County, Idaho, and it contains the legal description of the shopping center r� PARCEL 2 Exhibit Page 1 of 3 A parcel of land located in the West Half of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: COMMSNCING at the corner common to Sections 4, 5, 8 and the said Section 9, from which the Quarter corner common to said Sections 8 and. 9 bears South 01 degrees 08'42^ West, 2649.45 feet; thence South 01 degrees 081421, West, 1595.21 feet (formerly described as South 01 degrees 08'10" West, 1594.13 feet) to a Point; thence South 88 degrees 511501F East, 70.00 feet to the Northwest corner of Lot 1, Block 2, of Crossroads Subdivision No. 1, as same is recorded in Book 65 of Plata, at Pages 6644 and 6645, records of Ada County, Idaho, said point being the REAL POINT OF BEGINNING; thence along the Easterly right-of-way of N_ Eagle Road (State Highway 55) North 01 degrees 08'42" East, 569.42 feet to a pointj thence South 88 degrees 51'50" East, 660.17 feet to a point; thence South 01 degrees 08'13" West along the extended and Westerly boundary of said Crossroad Subdivision No. 1, a distance of 626.62 feet to a point on the Northerly right-of-way Of B. Presidential Drive; thence 205.24 feet along said right -of -sway and the arc of a non -tangent curve to the left, having a radius of 258.82 feet, a central angle of 45 degrees 26.02", and a long chord bearing North 66 degrees 08'49" West, 199.90 feet to a point; thence North 88 degrees 51150" West, 395.36 feet to the Southeast corner of said Lot 1, Block 2 of Crossroads Subdivision No. 1; thence along the exterior boundary of said Lot 1 North 01 degrees 08'10" East, 10.00 feet to a point; thence 31.42 feet along the arc of a curve to the left, having a radius of 20.00 feet, a central angle of 90 degrees 00'00", and a long chord bearing North 43 degrees 51'50" West, 28.28 feet to a point; thence North 88 degrees 51'50" West, 10.00 feet to a point; thence 31.42 feet along the arc of a curve to the right, having a radius of 20.00 feet, a central angle of 90 degrees 00'00", and a long chord bearing North 43 degrees 51'50" west, 28.28 feet to a point; thence North 01 degrees o8'lo" East, 110.00 feet to a point; thence 31.42 feet along the arc of a Curve to the left, having a radius of 20.00 feet, a central angle of 90 degrees 00'00", and a long chord bearing North 43 degrees 51'50" West, 28.28 feet to a point] thence North 88 degrees 51'50^ West, 10.49 feet (formerly described as 10.00 feet) to the REAL POINT OF BEGINNING. Exhibit "'B" Page 2 of 3 PARCZL 3 A parcel of land located in the Northwest Quarter of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: ACING at the corner common to Sections 4, 5, 8 and the said Section 9, from which the Quarter corner common to said Sections 4 and 9 bears South 89 degrees 22'10" East, 2659.63 feet; thence South 89 degrees 22110" East, 1017.88 feet to a point; thence South 01 degrees 08'13" West, 56.07 feet to a point on the Southerly right-of-way of Fairview Avenue, said point being the REAL POINT OF BEGINNING; thence continuing South 01 degrees 08'13" West, 893.72 feet to a point on the exterior boundary line of Crossroads Subdivision No. 4 as filed in Book 73 of Plats at Pages 7519 and 7520, records of Ada County, Idaho; thence along said exterior boundary line North 88 degrees 51'47" West, 287.81 feet to a point; thence continuing along said exterior boundary line south 01 degrees 08'13* West, 85.00 feet to a point; thence leaving said exterior boundary line North 88 degrees 57.'50" West, 660.17 feet to a point on the Easterly right-of-way of N. Eagle Road (state Highway 55); thence along said right-of-way North 01 degrees 08142, East, 870.30 feet to a point; thence North 58 degrees 20'31" East, 161.96 feet to a point on the Southerly right-of-way of Fairview Avenue; thence along said right-of-way South 89 degrees 35'24" East, 410.04 Feet to a point; thence North 00 degrees 24'36" East, 10.00 feet to a point; thence South 89 degrees 35'24" East, 402.12 feet to the REAL POINT OF BEGINNING. Exhibit "B" PARCEL 4 Page 3 of 3 A Parcel of land located in the North Half of the Northwest Quarter of Section 9, Township 3 North, Range 1 East, Boise Meridia, Ada County, Idaho, more particularly described an COMMCING at the corner common to Sections 4, 5, 8, and the said Section 9, from which the Quarter corner common to said Sections 4 and 9 bears South 89 degrees 22'10" East, 2659.63 feet; thence South 89 degrees 22110" East, 1017.88 feet to a point; South 01 degrees 08.13" West, 56.07 feet to a pointonhthee Southerly lght-of-way of Fairview Avenue, said point being REAL POINT OF BEGINNING; thence along said Southerly right-of-way South 89 degrees 35124" East, 1040.31 feet to a South 00 degrees 25'00" West, 831.11 feet to a point�onhthe e North boundary line of Crossroads Subdivision No. 5 as filed in Book 75 of Plats at Pages 7779 and 7780, records of Ada County, Idaho; thence along the extended and North boundary line of said Crossroads Subdivisi North 89 degrees 35,32w West, on No. 5 1050.76 feet to a North Ol degrees 08'13" East, 831.22 feet to the REAL ppI�e BEGINNING. OF DOBIE ENGINEERING, INC. TRAFFIC IMPACT STUDY FAMILY CENTER AT MERIDIAN JUNE 22. 1998 SUBMITTED TO: IDAHO TRANSPORTATION DEPARTMENT ADA COUNTY HIGHWAY DISTRICT DOSIE ENGINEERING, INC. 777 HEARTHSTONE DR., BOISE, ID 83702 (208)345-3290 ,: DOBIE ENGINEERING, INC. TRAFFIC IMPACT STUDY FAMILY CENTER AT MERIDIAN JUNE 22, 1998 SUBMITTED TO: IDAHO TRANSPORTATION DEPARTMENT ADA COUNTY HIGHWAY DISTRICT Copyright CU 1998, Dobie Engineerin Inc. All rights reserved. DOBIE ENGINEERING, INC. 777 HEARTHSTONE DR.. BOISE, ID 83702 (208345-3290 SUMMARY OF FINDINGS Family Center at Meridian Traffic Study i Evaluated in this report are the traffic impacts associated with the development of a regional shopping center at the intersection of Fairview Avenue and Eagle Road. The findings of the evaluation are summarized as follows: 1. The Family Center at Meridian is a commercial development containing 850,000 square feet of retail commercial space. At full buildout the Center is estimated to generate 19,100 new vehicle trips per day. 2. The project is planned for construction this year and will be completed by the year 2005. 3. The Eagle/Fairview intersection is in the Meridian Planning Area, and the lands around the intersection are masterplanned for commercial uses. In addition to the Family Center, buildout of the Crossroads Subdivision was included in the site traffic volumes. Another 150 residential lots and 150,000 square feet of additional commercial development were assumed to occur on the adjacent lands north of Fairview Avenue. Prepared by Dobie Engineering, Inc. SUMMARY OF FINDINGS Familv Center at Meridian Traffic Study ii 4. Also included in this study was the probable traffic from future development on the lands east of Eagle Road in the Treasure Valley Business Park. 5. Eagle Road (SH 55) is a principal arterial and part of the Idaho Transportation Department system. ITD has granted three deeded access points to Eagle Road for this property. Fairview Avenue is in the jurisdiction of ACRD. Their policy also allows three accesses to Fairview Avenue. 6. The Eagle/Fairview intersection is fully improved with a five lane road section adjacent to the site. The intersection currently has left -turn lanes and free right lanes on all approaches. 7. A capacity and level of service analysis was prepared for the Eagle Road/Fairveiw Avenue intersection, in which it was found that acceptable capacity would be available to accommodate projected 2005 traffic with the addition of dual left lanes on all approaches. 8. An LOS analysis was prepared for the main project entrances, in which both signalized and unsignalized conditions were evaluated: Prepared by Dobie Engineering, Inc. SUMMARY OF FINDINGS Family Center at Meridian Traffic Study iii a. It was determined that a traffic signal would be needed at the proposed intersection of Eagle Road and Executive Drive, which is located 2650 ft. south of Fairview. Executive Drive aligns with the existing Pine Street entrance to the Treasure Valley Business Park. b. A signal will also be needed at the proposed intersection of Records Drive and Fairview Avenue approximately 2100 ft. east of Eagle Road. C. Without these signals severe congestion would result on all legs of the intersection and would likely cause safety and flow problems on the arterial roads. 9. The unsignalized approach driveways at Florence Street, Drive A and Drive B should be improved with left -turn lanes and a deceleration lane on the arterial. An additional driveway to Eagle Road would help reduce congestion and improve site access. 10. The proposed roadway extension and intersection improvements at Pine Street and Eagle Road will be required to accommodate the traffic from this development. Prepared by Dobie Engineering, Inc. SUMMARY OF FINDINGS Family Center at Meridian Traffic Study iv 11. ACHD is currently planning an extension of Pine Street along the south boundary of the Family Center. The right-of-way for this improvement will be preserved and internal roads aligned for a future connection to this proposed collector. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 1 PROPOSED DEVELOPMENT Study Objectives The purpose of this study is to asses the traffic impacts resulting from the development of the Family Center commercial project and to evaluate the capacity of the road system to accommodate the site -generated traffic. On -Site Development i. - The Family Center at Meridian is the commercial portion of the Crossroads Subdivision, a 154.5 acre mixed use development comprised of 256 residential lots and 850,000 square feet of retail commercial space. The site is located at the southeast corner of Eagle Road and Fairview Avenue. The commercial portion of this development was previously evaluated in the Crossroads Subdivision Traffic Study prepared by Dobie Engineering, Inc., in October, 1993. Since that time, the residential lots have been developed in phases with approximately 200 lots now built upon and occupied. By 2000 the remaining residential lots will be developed. Illustrated in Figure 1 is a general vicinity map showing the location of the adjacent developments and arterial roadways. Prepared by Dobie Engineering, Inc. FIGURE 1 FAMILY CENTER AT MERIDIAN VICINITY MAP MCMILLAN RD. 0 O w J Q USTICK RD.USTICK - RD. � - I O -- r Lu J Qj SI TE _ wIle Q ' FAIRVIEW AVE o FAIRVIEW AVE. GL/TRAL VALLEY J �- - CORPORATE PARK - Q Z Q I OEMTONE L7 OADS� :� a _ 3 ti VAN AWO?R > ..��.� LLIs TAZ 145 FRANKLIN RD, OVERLAND RD. _ N -.".` TRAFFIC STUDY PREPARED BY: ...... d=e�j DOBIE ENGINEERING, INC. 777 HEARTHSTONE OR., BOISE, 10 83702 (208)345-3290 FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 2 Development and Growth Assumptions For the purpose of evaluating future conditions in traffic study, the following growth and development assumptions were used: 1) Traffic Zone 145, which includes the subject property, will see the buildout of the Crossroads Subdivision (265 lots) plus 850,000 sq.ft. of commercial uses in the Meridian Family Center by the year 2005. 2) An additional 250,000 SF of Business/Industrial Park development will occur in the Treasure Valley Park west of Eagle Road prior to the year 2005. 3) An additional 150,000 SF of spin-off retail and office development together with a 150 lot residential subdivision will occur on the undeveloped site north of Fairview Avenue during the study period. 4) Ambient traffic on Eagle Road south of Fairview will increase at a 4% annual rate between 1998 and 2005. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 3 5) Ambient traffic on Fairview Avenue east of Eagle Road will increase at a 1.6% annual rate from 1998 to 2005. 6) Pine Street will be extended along the south boundary of the Family Center site and will be available to accommodate site traffic by 2005. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 4 PROJECTED TRAFFIC Traffic and Circulation The current average daily traffic volumes on the major roadways in the general vicinity of the subject property are listed in Table 1. Table 1 Existing Traffic Volumes Average Daily Traffic: Eagle Road North of Fairview Avenue Eagle Road South of Fairview Avenue Fairview Avenue East of Eagle Road Fairview Avenue West of Eagle Road Vehicles ver Day: Date of Count: 19,419 10/97 27,564 10/97 21,900 10/97 24,888 10/97 Fairview Avenue and Eagle Road are both Principal Arterials connecting the central business areas of Eagle and Meridian with Boise and the interstate highway system. At the Eagle Road/Fairview Avenue intersection all approach roads have five lane sections and free running right -turn lanes. The posted speed limit is 55 mph. This intersection is controlled by a multi -phase traffic -actuated signal. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 5 The adjacent section of Eagle Road is part of the State Highway System (SH 55) and is currently improved with five lanes between Fairview and 1-84. ITD is now completing the reconstruction of Eagle Road to a 5 lane section between Fairview and Eagle Island. In May of 1998 Fairview Avenue and Eagle Road turning movement counts were made by Dobie Engineering, Inc., at the project entrances. Additional counts were obtained from the ITD Eagle Road Corridor Study, ACRD, the Crossroads Subdivision Traffic Study (DEI, 1993) and the Pine-Executive/Eagle Road Intersection Study (DEI, 1996). These counts were used to project the turning volumes at the Eagle/Fairview intersection. Current turning volumes were not measured due to the construction detours in progress. Figures 2 and 3 show the Existing AM and PM Peak Hour turning movements at the site intersections. Prepared by Dobie Engineering, Inc. �00 V --J 0 +J44 a 250 0 0 650 450 Z ogo o ON o m J0^ FLORENCE ST. 5 1 20 ' �m 0 o �a Q �4 0 0- PRESIDENTIAL DR. N J c Li o �n �o FIGURE 2 FAMILY CENTER AT MERIDIAN AM PEAK HOUR EXISTING CONDITIONS FAIRVIEW AVE. t 70 350 100 990 -.10- 10 1 PINE STREET 5 15 --____ _ _ ____ ___-� EXECUTIVE DR. (FUTURE) ---------------------------- / Traffic Study Prepared By. .. . DOBIE ENGINEERING, INC. m Hearthstone or. Eloise. io 83702 345-290 opo —j,4J 4 170 1 0 0 500 240 Z her Ino 0 1p rn FLORENCE ST. 101. 65 FIGURE 3 FAMILY CENTER AT MERIDIAN PM PEAK HOUR EXISTING CONDITIONS FAIRVIEW AVE, L1ea f• 605 r 250 940 10 Z -NO- 10.35 Ir 20 r J.° PINE STREET 20 120 PRESIDENTIAL DR. 1 \---------------/ EXECUTIVE DR. (FUTURE) ---------------------------- / Traffic Study Prepared By. & DOBIE ENGINEERING, INC. 777 H"rthortme Dr. Bo W, 10 83702 345-3290 FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 6 Baseline Conditions: Arterial Capacity In order to assess the marginal impacts of the new development, the existing traffic conditions were first evaluated. The level of service at the arterial intersections was calculated for existing conditions, and the findings are presented in Table 2. This analysis was prepared using the Transportation Research Circular -Highway Capacity Manual and HCS Software. A detailed analysis is presented in Appendix A for review. Table 2 Level of Service Calculation Signalized Intersection Approach Fairview Ave. (d-) Eagle Road AM PM Northbound C D Southbound C C Eastbound D D Westbound D D Overall Intersection D D Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 7 Shown in Table 3 are the existing levels of service for the adjacent arterial links on Fairview Avenue and Eagle Road. System capacity was calculated without traffic from the proposed Family Center. Table 3 Level of Service Calculation Arterial Roadways Vol./Cap LOS Fairview Avenue East of Eagle Road .53 A Eagle Road South of Fairview Avenue .67 B Source: APA Roadway Capacity Guideines (2/97) Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 8 Trip Generation The following trip rates for the proposed uses are recommended in the ITE Trip Generation Manual , (6th Edition) for regional shopping centers with 850,000 square feet gross leasable area: Table 4 Trip Generation Rates (per 1000 sf) Trip Regional Occurance Shopping Center Weekday End Trips 31.7 AM Peak Hour 0.67 Enter (61%) Exit (39%) PM Peak Hour 3.03 Enter (48%) Exit (52%) 8th Highest Hour 68% of PM Peak Hour Pass -By Rate 34% of Total Trips Prepared by Dobie Engineering, Inc. r FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 9 The future site -generated traffic at full buildout of Family Center was estimated using the trip generation rates in Table 3. The findings are presented in Table5. Table 5 Site Generated Traffic (Rounded) Family Center: Bldg. Area New Trips/Day PM PH Trips AM PH Trips Commercial 850 KSF 26,950 2,575 570 Residential 265 lots 2.550 265 185 Total Trips 29,500 2,840 755 Total New Trips 19,800 1,910 525 Projections for the residential traffic were obtained from the Crossroads Subdivision Traffic Study (DEI, 1993). Estimates for total new trips assume that 34% of the commercial traffic will be captured from existing traffic on Eagle and Fairview and that 20% of the residential traffic would be captured by the shopping center. Shown in Table 6 is the projected traffic volume currently found in the APA transportation model for the system roadways. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 10 Table 6 Regional Traffic Growth (Rounded) Source: APA Transportation Planning Model, 5/98 Prepared by Dobie Engineering, Inc. 2005 2015 Eagle Road North 35,000 40,700 South 36,700 42,000 Fairview Avenue East 24,400 33,100 West 30,800 36,000 Pine Avenue East 10,000 12,000 West 10,000 12,000 Source: APA Transportation Planning Model, 5/98 Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 11 Trip Distribution The subject property is located at the east end of the Meridian Planning Area. The major employment centers are currently located to the east via Fairview Avenue and to the south via 1-84. In addition, through traffic on Fairview and Eagle Road will provide much of the customer base for the PM shopping trips entering and exiting in the original travel direction. This geographic setting would suggest that more of the PM hour residential traffic would arrive from the east on Fairview and from the south on Eagle Road to the project entrances. The commercial traffic distribution will more closely match the arterial traffic flow since much of the traffic will be from pass -by trips. To confirm these assumptions, directional counts and turning movement volumes were measured at the Fairview/Presidential Drive intersection and the Eagle/Records Avenue intersection. These data were used to develop the trip distribution factors, which follow. The most probable peak hour trip distribution for the project entrances at Eagle and Fairview are shown in Table 7. Prepared by Dobie Engineering, Inc. Eagle Entrance AM Peak Hour PM Peak Hour Fairview Entrance AM Peak Hour PM Peak Hour Executive Entrance AM Peak Hour PM Peak Hour FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 12 Table 7 PM Peak Hour Trip Distribution (% of Approach Volume) Outbound Trios Turning Right Left Inbound Trios Turning Right Left 40% 60% 60% 40% 60% 40% 60% 40% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 13 Traffic Assignments Based on the trip generation and distribution assumptions previously presented, future trips resulting at full buildout of the Family Center and surrounding properties were estimated and assigned to the internal streets and project entrances. The projected average daily traffic volumes at the site entrances are shown in Figure 4. Projected PM turning movements for baseline plus site traffic conditions are illustrated in Figure 5. Shown in Figure 6 are the year 2005 plus site traffic conditions. These volumes include the future traffic from the full buildout of the Family Center and adjacent developments plus the background traffic for the year 2005 projected for the adjacent arterials. Prepared by Dobie Engineering, Inc. J FLORENCE ST. O Q O D: W J Q W 2 F— O: O Z FIGURE 4 N FAMILY CENTER AT MERIDIAN AVERAGE DAILY TRAFFIC FAIRVIEW AVE. af iii 0, I I ST. F_ EXECUTIVE DRIVE-------------------- DOBIE ENGINEERING, INC. 777 Hoorthatana Dr. Boma, 10 83702 345-3290 Z 280CD her Lno� FLORENCE ST. 10 s 20 65 PINE STREET FIGURE 5 " FAMILY CENTER AT MERIDIAN PM PEAK HOUR BASELINE PLUS SITE TRAFFIC 000 FAIRVIEW AVE. L220 r L a �- 700 �1120 �- 1070 Ir 300 r 100 a J a r200 1150 --10- 100 --%- 1050 200 00 0�� m + V) w 0 > Of 0 of U O w Q' Z 120 E. 10 r 70 PRESIDENTIAL DR. 20 s 20 120 z a t aL o,n n t 140 -44— 0 r 100 DRIVE B 320 320 s a At. 100 -4*- 0 Traffic Study Prepared By. DOBIE ENGINEERING, INC. 777 H.orlh.ton. or. Bois* 10 53702 345-3290 oa M Cl M —j4j + 4 330 a 700 -0- 350 oo� FLORENCE ST. PINE STREET In � � m 4J 70 J 20 85 FIGURE 6 " FAMILY CENTER AT MERIDIAN PM PEAK HOUR YEAR 2005 PLUS SITE TRAFFIC 0 0 0 ago FAIRVIEW AVE. 'L- 270 t 100 -016- 800 1320 c t� 1070 Ir 350 100 100 a 200 1,350 1150 —ON- 100 � ,00 z 200 h & Z h r► as � m +. p Q U) p 11I IY Q tr U p W a L 120 <� 10 r 70 h4& N O n 0 h o t140 Ir 85 4r N in 0 N 180 1' 260 350 m0 0 PRESIDENTIAL DR. t 250 225 r 250 DRIVE B g� 320 340 t 100 t— 485 Traffic Study Prepared By. 0: DOBIE ENGINEERING, INC. 777 Heorthstme Dr. Balsa. ID 83702 345-3290 FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 14 CAPACITY ANALYSIS - LEVEL OF SERVICE Capacity Analysis - Signalized Intersections A capacity analysis and Level of Service calculation was prepared to evaluate the future traffic conditions at the project entrances and major intersections in the study area. This analysis was based on the procedures and methodologies developed in the Highway Capacity Manual (TRB Report 209). The year 2005 was selected for evaluating the the capacity of the signalized intersections for several reasons: 1) this period would see the full development of the residential Crossroads Subdivision, the Family Center and the commercial pads proposed for the site; 2) year 2005 growth projections are available for both regional population and traffic forecasts at this location; and 3) planned improvements to both Pine Street and Executive Drive will be completed by that date. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 15 Fairview Avenue/Eagle Road Intersection Projected future traffic volumes at this intersection are shown in Figure 6. Levels of service were calculated with single left -turn lanes on all approaches and also with dual left -turn lanes on all approaches and are summarized in Table 8 below Table 8 Fairview Avenue and Eagle Road Intersection Year 2005 PM Peak Hour LOS Approach Single Left -Turn Lane Dual Left -Turn Lane Eastbound F D Westbound F E Northbound F E Southbound E D Intersection F E With the additional traffic from the proposed development and projected growth in the study area, the overall level of service will deteriorate to an "F" rating without additional improvements to the intersection. The detailed calculations supporting these findings are contained in Appendix B. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 16 Pine-Executive/Eagle Road Intersection Projected future traffic volumes at this intersection are shown in Figure 6. It was assumed in this analysis that all legs of the intersection would be improved with one left -turn lane and two through lanes. A sketch of the proposed intersection geometry is attached in Appendix E. The findings of the LOS analysis are summarized in Table 9 below. Table 9 Pine -Executive and Eagle Road Intersection Year 2005 PM Peak Hour LOS Approach Level of Service Eastbound E Westbound F Northbound E Southbound C Intersection D With the additional traffic from the proposed development and projected growth in the study area, the overall level of service will maintain a "D" rating within acceptable standards through the year 2005. The detailed calculations supporting these findings are contained in Appendix B. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 17 Records Street/Fairview Avenue Intersection The level of service of this intersection was calculated under both stop -control and signalized conditions. It was assumed in this analysis that the minor legs of the intersection would be improved with one left -turn lane and one through -right lane. The findings of this analysis are summarized in Table 10 below. Table 10 Records Street/Fairview Avenue Intersection Year 2005 PM Peak Hour With the addition of a traffic signal, the overall level of service will maintain a "C" rating through the year 2005. The detailed calculations supporting these findings are contained in Appendix B. Prepared by Dobie Engineering, Inc. Stov Control Signalized Approach Level of Service Level of Service Eastbound C C Westbound C C Northbound D D Southbound D D Intersection C C With the addition of a traffic signal, the overall level of service will maintain a "C" rating through the year 2005. The detailed calculations supporting these findings are contained in Appendix B. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 18 Capacity Analysis: Unsignalized Intersections Presented in Table 11 are the findings of the LOS analysis at the unsignalized project entrances projected for the year 2005 PM Peak Hour. Future turning volumes are shown in Figure 6 and include traffic allocations from development of the lands opposite the main entrances. The calculations are included in Appendix C for review. Table 11 LOS Analysis at Project Entrances (Unsignalized Conditions) Left Tum In Location From Main Road Fairview Avenue Year 2005 PM Peak Hour. Drive A C Drive B C Eagle Road Year 2005 PM Peak Hour: Florence Drive - East Approach F Florence Drive - West Approach D Presidential Drive F Left Tum Out From Site Road F F F F F The figures in Table 11 indicate that long delays and considerable interference with the arterial traffic flow are likely at these secondary entrances. The addition of a third project driveway to Eagle Road would improve access and reduce congestion. Prepared by Dobie Engineering, Inc. FAMILY CENTER AT MERIDIAN TRAFFIC STUDY 19 Capacity Analysis: Arterial Roadways The future capacity of the adjacent arterials was calculated for the year 2005 (with site traffic) and the year 2015. The findings of this analysis are presented in Table 12. Table 12 LOS Analysis: Arterial Roadways Year 2005 Year 2015 Vol./Cay. LOS Vol./Cap, LOS Fairview Avenue .70 C 0.80 D Eagle Road .93 E 1.02 F Executive Drive .75 C 0.75 C Source: APA Roadway capacity Guidelines (2/97) Prepared by Dobie Engineering, Inc. APPENDIX APPENDIX A �• r�'1x � c+� r t HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 06-22-1998 DOBIE ENGINEERING INC. -------------------------------- Streets: (N -S) EAGLE ROAD (E -W) FAIRVIEW AVE. Analyst: PD File Name:--9821FR.HC9 Area Type: Other 6-22-98"AM Comment: EXISTING CONDITIONS Northbound Southbound Eastbound Westbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 1 1 2 1 1 2 1 1 2 1 Volumes 100 600 200 150 850 100 250 650 450 100 350 70 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 200 100 450 70 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 NB Left * EB Left Thru * Thru Right * Right Peds * Peds SB Left * WB Left Thru * Thru Right * Right Peds * Peds EB Right NB Right WB Right SB Right Green 20.OA 45.OA Green 25.OA 30.OA Yellow/AR 0.0 0.0 Yellow/AR 0.0 0.0 Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap ---- Flow ------- Ratio Ratio Delay LOS Delay LOS NB L 251 1770 ----- 0.419 ----- ----- 0.142 30.9 --- D ----- --- 21.6 C T 1304 3725 0.509 0.350 20.1 C R 652 1863 0.000 0.350 0.0 A SB L 251 1770 0.630 0.142 34.0 D 24.5 C T 1304 3725 0.721 0.350 23.0 C R 652 1863 0.000 0.350 0.0 A EB L 324 1770 0.810 0.183 38.0 D 34.8 D T 838 3725 0.857 0.225 33.6 D R 419 1863 0.000 0.225 0.0 A WB L 324 1770 0.324 0.183 27.6 D 26.5 D T 838 3725 0.461 0.225 26.2 D R 419 1863 0.000 0.225 0.0 A Intersection Delay = 27.2 sec/veh Intersection LOS D Lost Time/Cycle, ----------------------------------------------------------------------- L = 12.0 sec Critical v/c(x) = 0.759 i HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 06-22-1998 DOBIE ENGINEERING INC. Streets: (N -S) EAGLE ROAD (E -W) FAIRVIEW AVE. Analyst: PD File Name: 9821FR.HC9 Area Type: Other 6-22-98 PM Comment: EXISTING CONDITIONS Northbound Southbound Eastbound Westbound L ---- T R ---- ---- L T ---- R L T R L T R No. Lanes 1 2 1 ---- 1 2 ---- 1 ---- ---- 1 2 ---- 1 ---- ---- 1 2 ---- 1 Volumes 430 750 300 150 485 150 170 500 240 250 605 190 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 200 100 200 100 Lost Time ----------------------------------------------------------------------- 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 NB Left * EB Left Thru * Thru Right * Right Peds * Peds SB Left * WB Left Thru * Thru Right * Right Peds * Peds EB Right NB Right WB Right SB Right Green 34.5A 35.OA Green 22.5A 28.OA Yellow/AR 0.0 0.0 Yellow/AR 0.0 0.0 Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap ---- Flow Ratio Ratio Delay LOS Delay LOS NB L 465 ------- 1770 ----- 0.975 ----- ----- 0.262 50.6 --- ----- E 36.3 --- D T 993 3725 0.834 0.267 30.2 D R 422 1583 0.249 0.267 22.4 C SB L 465 1770 0.340 0.262 23.3 C 24.2 C T 993 3725 0.541 0.267 24.7 C R 422 1583 0.126 0.267 21.6 C EB L 288 1770 0.622 0.162 32.5 D 30.4 D T 776 3725 0.711 0.208 30.1 D R 330 1583 0.127 0.208 25.0 C WB L 288 1770 0.914 0.162 50.4 E 38.1 D T 776 3725 0.862 0.208 35.0 D R 330 1583 0.288 0.208 25.9 D Intersection Delay = 33.3 sec/veh Intersection LOS = D Lost Time/Cycle, L = 12.0 ----------------------------------------------------------------------- sec Critical v/c(x) = 0.896 APPENDIX B f HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 06-22-1998 DOBIE ENGINEERING INC. Streets: (N -S) EAGLE ROAD (E -W) FAIRVIEW AVE Analyst: PD File Name: 9821EF.HC9 Area Type: Other 6-22-98 PM Comment: YR 2005 WITH SITE TRAFFIC ._ 5, E ------------------------------ Northbound Southbound Eastbound Westbound L ---- T R ---- ---- L T ---- ---- R L T R L T R No. Lanes 1 2 1 1 2 ---- 1 ---- ---- ---- 1 2 1 ---- ---- ---- 1 2 1 Volumes 600 1200 450 300 900 300 330 700 350 350 800 270 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 450 300 350 270 Lost Time ----------------------------------------------------------------------- 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 NB Left * EB Left Thru * Thru Right * Right Peds * Peds SB Left * WB Left Thru * Thru Right * Right Peds * Peds EB Right NB Right WB Right SB Right Green 30.OA 35.OA Green 25.OA 30.OA Yellow/AR 0.0 0.0 Yellow/AR 0.0 0.0 Cycle Length: 120 ----------------------------------------------------------------------- secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap ---- Flow ------- Ratio ----- Ratio Delay LOS Delay LOS NB L 398 1770 1.587 ----- ----- 0.225 --- ----- --- T 993 3725 1.335 0.267 R 497 1863 0.000 0.267 0.0 A SB L 398 1770 0.793 0.225 32.2 D 41.2 E T 993 3725 1.001 0.267 44.1 E R 497 1863 0.000 0.267 0.0 A EB L 324 1770 1.069 0.183 T 838 3725 0.923 0.225 36.0 D R 419 1863 0.000 0.225 0.0 A WB L 324 1770 1.134 0.183 T 838 3725 1.055 0.225 R 419 1863 0.000 0.225 0.0 A Intersection Delay = * (sec/veh) Intersection LOS = (g/C)*(V/c) ----------------------------------------------------------------------- is greater than one. Calculation of D1 is infeasable. HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 06-22-1998 DOBIE ENGINEERING INC. Streets: (N -S) EAGLE ROAD (E -W) FAIRVIEW AVE Analyst: PD File Name: 9821EF.HC9 Area Type: Other 6-22-98 PM Comment: YR ----------------------------------------------------------------------- ----------------------------------------------------------------------- 2005 WITH SITE TRAFFIC Northbound Southbound Eastbound Westbound L T ---- ---- R ---- L T ---- R ---- L T ---- ---- R ---- L T ---- ---- R ---- No. Lanes 2 2 1 ---- 2 2 1 2 2 1 2 2 1 Volumes 600 1200 450 300 900 300 330 700 350 350 800 270 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 450 300 350 270 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 NB Left * EB Left Thru * Thru Right * Right Peds * Peds SB Left * WB Left Thru * Thru Right * Right Peds * Peds EB Right NB Right WB Right SB Right Green 25.OA 44.OA Green 20.OA 31.OA Yellow/AR 0.0 0.0 Yellow/AR 0.0 0.0 Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap ----------- Flow Ratio ----- Ratio Delay ----- ----- LOS Delay --- ----- LOS --- NB L 649 3539 1.003 0.183 51.6 E 50.9 E T 1273 3725 1.042 0.342 50.5 E R 637 1863 0.000 0.342 0.0 A SB L 649 3539 0.501 0.183 28.7 D 25.2 D T 1273 3725 0.781 0.342 24.1 C R 637 1863 0.000 0.342 0.0 A EB L 501 3539 0.712 0.142 33.4 D 33.3 D T 869 3725 0.891 0.233 33.2 D R 435 1863 0.000 0.233 0.0 A WB L 501 3539 0.756 0.142 34.3 D 45.5 E T 869 3725 1.017 0.233 50.4 E R 435 1863 0.000 0.233 0.0 A Intersection Delay = 40.2 sec/veh Intersection LOS = E Lost Time/Cycle, ----------------------------------------------------------------------- L = 12.0 sec Critical v/c(x) = 0.983 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 06-22-1998 DOBIE ENGINEERING INC. Streets: (N -S) EAGLE ROAD --------------- (E -W) PINE STREET Analyst: PD File Name: 9821EP.HC9 Area Type: Other 6-22-98 PM Comment: YR 2005 WITH SITE TRAFFIC Northbound Southbound Eastbound Westbound L T ---- ---- R ---- L T ---- R L T R L T R No. Lanes 1 2 1 ---- 1 2 ---- 1 ---- ---- 1 1 ---- 1 ---- ---- 1 1 ---- 1 Volumes 85 1840 250 150 1405 60 180 260 350 250 225 250 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 250 60 250 250 Lost Time ----------------------------------------------------------------------- 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 NB Left * EB Left Thru * Thru Right * Right Peds * Peds SB Left * WB Left Thru * Thru Right * Right Peds * Peds EB Right NB Right WB Right SB Right Green 13.9A 65.5A Green 20.OA 20.6A Yellow/AR 0.0 0.0 Yellow/AR 0.0 0.0 Cycle Length: 120 secs Phase ----------------------------------------------------------------------- combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap ----------- Flow Ratio Ratio Delay LOS Delay LOS NB L 161 1770 ----- 0.554 ----- ----- 0.091 35.3 --- ----- D 43.0 --- E T 1940 3725 1.048 0.521 43.3 E R 970 1863 0.000 0.521 0.0 A SB L 161 1770 0.983 0.091 69.4 F 21.1 C T 1940 3725 0.800 0.521 16.2 C R 970 1863 0.000 0.521 0.0 A EB L 251 1770 0.754 0.142 36.4 D 48.4 E T 273 1863 1.003 0.147 63.4 F R 232 1583 0.452 0.147 30.7 D WB L 251 1770 1.049 0.142 78.6 F 61.3 F T 273 1863 0.867 0.147 42.1 E R 273 1863 0.000 0.147 0.0 A Intersection Delay = 37.8 sec/veh Intersection LOS = D Lost Time/Cycle, L = ----------------------------------------------------------------------- 12.0 sec Critical v/c(x) = 1.034 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4c 06-22-1998 DOBIE ENGINEERING INC. Streets: (N -S) RECORDS DRIVE (E -W) FAIRVIEW AVE. Analyst: PD File Name: 9821FR.HC9 Area Type: Other 6-22-98 PM Comment: YR 2005 WITH SITE TRAFFIC Northbound Southbound Eastbound Westbound L ---- T R ---- ---- L T R L T R L T R No. Lanes 1 1< ---- ---- 1 1< ---- ---- ---- 1 2 ---- 1 ---- ---- 1 2 ---- 1 Volumes 150 50 150 100 50 100 100 1150 200 200 1070 100 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 100 100 100 100 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 NB Left * EB Left Thru * Thru Right * Right Peds * Peds SB Left * WB Left Thru * Thru Right * Right Peds * Peds EB Right NB Right WB Right SB Right Green 17.5A 20.5A Green 22.OA 60.OA Yellow/AR 0.0 0.0 Yellow/AR 0.0 0.0 Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- NB L ---- 214 ------- 1770 ----- 0.739 ----- ----- 0.121 39.5 --- ----- D 36.0 --- D TR 251 1723 0.422 0.146 30.7 D SB L 214 1770 0.491 0.121 32.9 D 31.7 D TR 272 1863 0.195 0.146 29.1 D EB L 280 1770 0.375 0.158 29.5 D 17.5 C T 1769 3725 0.719 0.475 17.0 C R 752 1583 0.141 0.475 11.5 B WB L 280 1770 0.753 0.158 36.9 D 19.3 C T 1769 3725 0.668 0.475 16.2 C R 885 1863 0.000 0.475 0.0 A Intersection Delay = 20.4 sec/veh Intersection LOS = C Lost Time/Cycle, ----------------------------------------------------------------------- L = 12.0 sec Critical v/c(x) = 0.679 APPENDIX C HCS: Unsignalized Intersections Release 2.1c 9602.HC0 Page 1 DOBIE ENGINEERING INC. 777 HEARTHSTONE DRIVE BOISE, ID 83702 - Ph: (208) 345-3290 Streets: (N -S) EAGLE ROAD (E -W) PRESIDENTIAL DRIVE Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst ................... PD Date of Analysis.......... 6/22/98 Other Information ......... YR 2005 WITH SITE TRAFFIC Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE's ------------ 0 2 1 N 2095 175 .9 .9 0 1 2 0 N 100 1530 .9 .9 0 1.10 ---------------- Adjustment Factors 1 0 1 85 140 .9 .9 0 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road *5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road *6.00 3.30 Left Turn Minor Road *6.50 3.40 ��E S i -0 E" J -r wt C_ HCS: Unsignalized Intersections Release 2.1c 9602.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 1164 Potential Capacity: (pcph) 356 Movement Capacity: (pcph) 356 Prob. of Queue -Free State: 0.52 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 2522 Potential Capacity: (pcph) 108 Movement Capacity: (pcph) 108 Prob. of Queue -Free State: 0.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 4139 Potential Capacity: (pcph) 4 Major LT, Minor TH Impedance Factor: * 0.00 Adjusted Impedance Factor: 0.00 Capacity Adjustment Factor due to Impeding Movements 122 0.00 Movement Capacity: -------------------------------------------------------- (pcph) 0 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) ------- (veh) ------- ----- (sec/veh) --------- -------- WB L ------ 103 ------ 0 ------ * * F * WB R 172 356 19.2 2.5 C SB L 122 108 195.9 6.3 F 12.0 Intersection Delay = * * The calculated value was greater than 999.9. HCS: Unsignalized Intersections Release 2.1c 9602.HC0 Page 1 DOBIE ENGINEERING INC. 777 HEARTHSTONE DRIVE BOISE, ID 83702 - Ph: (208) 345-3290 Streets: (N -S) EAGLE ROAD (E -W) FLORENCE STREET Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst ................... PD Date of Analysis.......... 6/22/98 Other Information ......... YR 2005 WITH SITE TRAFFIC Two-way Stop -controlled Intersection ------------------- NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE 's ------------ 1 2 1 N 75 2060 100 .9 .9 .9 0 1.10 --------------- 1 2 1 N 80 1475 45 .9 .9 .9 0 1.10 ---------------- 1 1 < 0 70 20 85 .9 .9 .9 0 1.10 1.10 1.10 ---------------- Adjustment Factors 1 1 < 1 70 10 120 .9 .9 .9 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road *5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road *6.00 3.30 Left Turn Minor Road *6.50 3.40 HCS: Unsignalized Intersections Release 2.1c 9602.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 1144 820 Potential Capacity: (pcph) 364 532 Movement Capacity: (pcph) 364 532 Prob. of Queue -Free State: 0.60 0.81 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 2400 1689 Potential Capacity: (pcph) 123 269 Movement Capacity: (pcph) 123 269 Prob. of Queue -Free State: 0.20 0.66 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 4150 4211 Potential Capacity: (pcph) 7 7 Capacity Adjustment Factor * F due to Impeding Movements 0.13 0.13 Movement Capacity: (pcph) 1 1 Prob. of Queue -Free State: 0.00 0.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 4110 4130 Potential Capacity: (pcph) 4 4 Major LT, Minor TH 86 0 Impedance Factor: 0.00 0.00 Adjusted Impedance Factor: 0.00 0.00 Capacity Adjustment Factor 1 > due to Impeding Movements 0.00 0.00 Movement Capacity: (pcph) -------------------------------------------------------- 0 0 Intersection Performance Summary Intersection Delay = * Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) ------- ----- (sec/veh) --------- -------- EB L ------ 86 ------ 0 ------------- * * F EB T 24 1 > EB R 103 532 > 5 * 15.4 F WB L 86 0 * * F WB T 12 1 > WB R 146 364 > 13 * 18.4 F NB L 91 269 20.1 1.5 D 0.7 SB L 98 123 95.7 3.9 F 4.8 Intersection Delay = * HCS: Unsignalized Intersections Release 2.1c 9602.HC0 Page 1 DOBIE ENGINEERING INC. 777 HEARTHSTONE DRIVE BOISE, ID 83702 - Ph: (208) 345-3290 Streets: (N -S) DRIVE A OR B (E -W) FAIRVIEW AVE. Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... PD Date of Analysis.......... 6/22/98 Other Information ......... YR 2005 WITH SITE TRAFFIC Two-way Stop -controlled Intersection EastboundWestbound Northbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's ($) CV's M PCE's ------------ 0 2 1 N 1350 50 .9 .9 0 1 2 0 N 50 1320 .9 .9 0 1.10 ---------------- 1 0 1 50 50 .9 .9 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road *5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road *6.00 3.30 Left Turn Minor Road *6.50 3.40 HCS: Unsignalized Intersections Release 2.1c 9602.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 750 Potential Capacity: (pcph) 577 Movement Capacity: (pcph) 577 Prob. of Queue -Free State: 0.89 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 1556 Potential Capacity: (pcph) 311 Movement Capacity: (pcph) 311 Prob. of Queue -Free State: 0.80 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 3023 Potential Capacity: (pcph) 19 Major LT, Minor TH 14.4 0.7 C Impedance Factor: 0.80 Adjusted Impedance Factor: t' 0.80 Capacity Adjustment Factor due to Impeding Movements 0.80 Movement Capacity: -------------------------------------------------------- (pcph) 15 Intersection Performance Summary * The calculated value was greater than 999.9. Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) -------- ------ (pcph) ------ (pcph)(sec/veh) ------------- (veh) ------- ----- (sec/veh) --------- NB L 62 15 * 6.5 F 961.6 NB R 62 577 7.0 0.3 B WB L 62 311 14.4 0.7 C 0.5 Intersection Delay = 33.8 sec/veh * The calculated value was greater than 999.9. HCS: Unsignalized Intersections Release 2.1c -9602.HC0 Page 1 --------------- DOBIE ENGINEERING INC. 777 HEARTHSTONE DRIVE BOISE, ID 83702 - Ph: (208) 345-3290 __________ Streets: (N -S) RECORDS DRIVE W7J S'�'�'t�- (E -W) FAIRVIEW AVE. Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... PD Date of Analysis.......... 6/22/98 Other Information ......... YR 2005 WITH SITE TRAFFIC Two-way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R J L T R __J No. Lanes Stop/Yield Volumes PHF Grade MC's ($) SU/RV's (�) CV's (-%) 1 2 1 1 2 1 N N 100 1150 200 200 1070 100 .9 .9 .9 .9 .9 .9 0 0 1 1 < 0 150 50 150 .9 .9 .9 0 1 1 < 0 100 50 100 .9 .9 .9 0 PCE's 11.10 11.10 11.10 1.10 1.101.10 1.10 1.10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road *5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road *6.00 3.30 Left Turn Minor Road *6.50 3.40 1-1 HCS: Unsignalized Intersections Release 2.1c 9602.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 639 594 Potential Capacity: (pcph) 657 692 Movement Capacity: (pcph) 657 692 Prob. of Queue -Free State: -------------------------------------------------------- 0.72 0.82 Step 2: LT from Major Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 1500 1300 Potential Capacity: (pcph) 331 412 Movement Capacity: (pcph) 331 412 Prob. of Queue -Free State: -------------------------------------------------------- 0.26 0.70 Step 3: TH from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 2911 3022 Potential Capacity: (pcph) 32 28 Capacity Adjustment Factor due to Impeding Movements 0.19 0.19 Movement Capacity: (pcph) 6 5 Prob. of Queue -Free State: -------------------------------------------------------- 0.00 0.00 Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 2828 2884 Potential Capacity: (pcph) 24 23 Major LT, Minor TH Impedance Factor: 0.00 0.00 Adjusted Impedance Factor: 0.00 0.00 Capacity Adjustment Factor due to Impeding Movements 0.00 0.00 Movement Capacity: (pcph) -------------------------------------------------------- 0 0 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------- ------ ------ -------------------- ----- (sec/veh) --------- NB L 184 0 * * F NB T 62 6 > NB R 184 657 > 23 * 28.2 F SB L 122 0 * * F SB T 62 5 > SB R 122 692 > 15 * 21.4 F EB L 122 412 12.4 1.3 C 0.9 WB L 244 331 36.0 5.1 E 5.3 Intersection Delay = * APPENDIX D ;'CD � c mM. o w° O �E) �=mom CD s a 0 I + 0 m N � v D Z 3 y Z ° `° 3 N � z ' s � n o � rp o n Q � C H H ° J c b � q a C Z o s n � l a D X r D 0 0 C) a o W o DAKOTA COMPANY, INC. 380 EAST PARKCENTER BLVD. STE 100 BOISE, ID 83706 (208) 343-5223 PAYS HiT mD�r TO CITY OF MER THE PLANNING & ORDER zoning OF c 0 3 (D r FARMERS & MERCHANTS STATE BANK 1458 GARDEN CITY OFFICE BOISE, IDAHO 83714 92-151-1241 DATE 1OD************* DOLLARS $4 l D q � c mM. o w° O �E) �=mom a a 0 I + 0 m N � v Z FARMERS & MERCHANTS STATE BANK 1458 GARDEN CITY OFFICE BOISE, IDAHO 83714 92-151-1241 DATE 1OD************* DOLLARS $4 l D q Sharon Smith From: Brad Hawkins -Clark [hawkinsb c@ci.meridian.id.us] Sent: Friday, September 13, 2002 9:58 AM To: 'Sharon Smith'; 'Bruce Freckleton (E-mail)'; 'Gary Smith (E-mail)' Subject: RE: Family Center/ Presidential Subdivision Sharon, I believe this property was annexed in 1984 as part of the Upland Industries/Johnson annexation. In 1991, an application for a Planned Development - General was approved by City Council. If it's not there, You might check under "Treasure Valley Business Center" or "Thomas Wright". Gary/Bruce, wasn't Meridian Crossroads annexed at the same time by the same developer as TV Business Center? If you've been talking with Bruce Poe, architect, I think I told him it was annexed in 1993. Sorry for the confusion. Brad -----Original Message ----- From: Sharon Smith[mailto:smiths@meridiancity.org] Sent: Thursday, September 12, 2002 4:15 PM To: Bruce Freckleton (E-mail); Gary Smith (E-mail); Brad Hawkins -Clark (E-mail) Subject: Family Center / Presidential Subdivision I have a persistent caller looking for a copy of the development agreement associated with the above project / subdivision. A call from him this afternoon indicates it was a 1993 annexation. I read through all the 1993 agendas we have on file, and I cannot find an AZ that jumps out at me as being the one. I am going to tell him to try the recorders office since I am not finding it yet, but if you had any info that would direct me on where to look that would be great. I can't wait until we have someone put all this stuff on Laserfiche to have search capabilities at our fingertips!!! 1 Sharon Smith From: Sent: Gary Smith [smithg@ci. meridian. id. us] Friday, September To: 13, 2002 11:42 AM 'Sharon Smith' Cc: Brad HC Subject: RE: Family Center/ Presidential Subdivision Sharon: I remember that the area now known as Crossroads Family Center and Presidential Subdivision was, as Brad H -C says, part of the annexation for the Treasure Valley Business Center. I think the name used at that time was Upland Industries which was an off -shoot Of Union Pacific Railroad. Perhaps the information you are looking for would be under Upland. Gary -----Original Message ----- From: Sharon Smith[mailto:smiths@meridiancity.org] Sent: Thursday, September 12, 2002 4:15 PM To: Bruce Freckleton (E-mail); Gary Smith (E-mail); Brad Hawkins -Clark (E-mail) Subject: Family Center / Presidential Subdivision I have a persistent caller looking for a copy of the development agreement associated with the above project / subdivision. A call from him this afternoon indicates it was a 1993 annexation. I read through all the 1993 agendas we have on file, and I cannot find an AZ that jumps out at me as being the one. I am going to tell him to try the recorders office since I am not finding it yet, but if you had any info that would direct me on where to look that would be great. I can't wait until we have someone put all this stuff on Laserfiche to have search capabilities at our fingertips!!! 1 Presidential Subdivision by Dakota Company, Inc. — southeast corner of East Presidential Drive and North Eagle Road: Approve N. Findings of Facts and Conclusions of Law for Approval: VAR 01-010 Request for a Variance to delete the requirement for subdivision street buffers to be on a common lot, maintained by business — owners association in an I -L zone for Presidential Subdivision by Dakota Company, Inc. — southeast corner of East Presidential Drive and North Eagle Road: Approve O. Findings of Facts and Conclusions of Law for Approval: VAR 01-011 Request for a Variance to delete requirement of 35 -foot buffer width for entryway corridors and maintain existing 20 -foot buffer width and to delete requirement of the 25 -foot buffer between Intensity Class I and Class IV and maintain the 20 -foot width for Presidential Subdivision by Dakota Company, Inc. — southeast corner of East Presidential Drive and North Eagle Road: Approve P. Findings of Facts and Conclusions of Law for Approval: RZ 01-006 Request for Rezone from I -L to L -O zones for proposed Elixir Subdivision by Elixir Industries — 521 North Eagle Road: Approve r Q. Findings of Facts and Conclusions of Law for Approval: PP 01-014 Request for Preliminary Plat approval of 3 building lots and 1 other lot on 15.49 acres in proposed I -L and L -O zones for proposed Elixir Subdivision by Elixir Industries — 521 North Eagle r Road: Approve R. Findings of Facts and Conclusions of Law for Approval: VAR 01-012 Request for a Variance to the Landscape Ordinance for Elixir Properties Subdivision by Paul Clayton — 521 North Eagle Road: Approve S. Findings of Facts and Conclusions of Law for Approval: CUP 01-017 Request for a Conditional Use Permit for the expansion of the chamber office and visitor center in a C -G zone for Meridian Chamber of Commerce by Meridian Chamber of Commerce — 215 East Franklin Road: Approve T. Findings of Facts and Conclusions of Law for Approval: CUP 01-027 Request for a Conditional Use Permit to offer classes for Master's and Bachelor's Degrees in a C -G zone for the University of Phoenix (office) by Rocky Mountain Management & Development, LLC — 3080 Gentry Way: Approve Meridian City Council Agenda — September 18, 2001 Page 3 of 5 All materials presented at public meetings shall become property of the City of Meridian. Anyone desiring accommodation for disabilities related to documents and/or hearings, please contact the City Clerk's Office at 888- 4433 at least 48 hours prior to the public meeting. Preliminary Plat approval of 336 building lots and 58 other lots on 175.91 acres in proposed R-4 and C -G zones for proposed Bridgetower Crossing Subdivision by Primeland Development Company — 2420 Ustick Road: Table until October 2, 2001 Meeting 5-H. Tabled from September 4, 2001: Findings of Facts and Conclusions of Law for Approval: CUP 01-006 Request for a Conditional Use Permit for 692 single-family lots, 59 townhomes, 17 office lots and 10 commercial lots on 370.55 acres in proposed R-4 and C -G zones for proposed Bridgetower Crossing Subdivision by Primeland Development Company — north of Ustick and east of Ten Mile Roads: Table until October 2, 2001 Meeting Tabled from September 4, 2001: Findings of Facts and Conclusions of Law of Approval: AZ 01-008 Request for annexation and zoning of 12.71 acres from R1 and RUT to C -G and R-40 zones for proposed Baltic Place Subdivision by L.C. Development, Inc. — Franklin Road west of Locust Grove Road: Table until October 2, 2001 Meeting 5-J. Tabled from September 4, 2001: Findings of Facts and Conclusions of Law for Approval: PP 01-009 Request for Preliminary Plat approval of 10 building lots and 3 other lots on 12.71 acres in proposed C -G and R-40 zones for proposed Baltic Place Subdivision by L.C. Development, Inc. — Franklin Road west of Locust Grove Road: Table until October 2, 2001 Meeting 5-K. Tabled from September 4, 2001: Findings of Facts and Conclusions of Law for Approval: CUP 01-015 Request for a Conditional Use Permit for a Planned Unit Development for mixed use Residential/Commercial in proposed C -G and R-40 zones for proposed Baltic Place Subdivision by L.C. Development, Inc. — Franklin Road west of Locust Grove Road: Table until October 2, 2001 Meeting L. Findings of Facts and Conclusions of Law for Approval: CUP 01-025 Request for a Conditional Use Permit for a Day Care Center for approximately 100 children in a C -G zone for The Learning Garden Day Care Center by Shanalee Slade — 1230 West Overland Road: Approve M. Findings of Facts and Conclusions of Law for Approval: PFP 01-002 Request for Preliminary/Final Plat approval of 4 building lots on 10.98 acres +/- in a proposed I -L zone for proposed Meridian City Council Agenda — September 18, 2001 Page 2 of 5 All materials presented at public meetings shall become property of the City of Meridian. Anyone desiring accommodation for disabilities related to documents and/or hearings, please contact the City Clerk's Office at 888- 4433 at least 48 hours prior to the public meeting. �,ertified Mailing Return: w NOWProbect Name\�A,�-re September 8, 2000 PFP 00-002 MERIDIAN CITY COUNCIL MEETING September 13, 2000 APPLICANT Developers Diversified / Dakota Company ITEM NO. 1 REQUEST Request for Preliminary / Final Plat for proposed Presidential Subdivision with three building lots on 10.99 acres in an I -L zone - SE comer of Presidential Drive and Eagle Road at the Meridian Crossroads Center AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: CITY SEWER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: ADA COUNTY HIGHWAY DISTRICT: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: COMMENTS See previous item packet OTHER: See attached from the Dakota Company Contacted: Ylrl.(��} Date: Phone:34%3—��=� Materials presented at public meetings shall become property of the City of Meridian. n DAKOTA COMPANY, INC. September 05, 2000 Meridian City Council Meridian City Hall 33 East Idaho Avenue Meridian, Idaho 83642 PeETvED SEP - 8 2000 CITY OF MERIDIAN RE: POSITION STATEMENT Case No. PFP 00-002 Presidential Subdivision Preliminary/Final Subdivision Plat Application Developers Diversified Realty Corp./ Dakota Company, Inc. Dear City Council Members: I have reviewed the Findings and Recommendations of the Planning and Zoning Commission for the above referenced application and offer the following comments and modifications: The following Findings and/or Recommendation should be deleted: Condition 1. 12, Page 4 - We agree with the recommendations of the P&Z Commission that no common lot is required and this Condition should be deleted. The following Findings and/or Recommendations should be modified: Condition 1. 15, Page 4 - The 20' wide landscape setback areas can be designated with a note on the final plat. The 20' wide landscape setback areas are already a Condition Of Approval under the existing Conditional Use Permit. We agree with the Recommendations of the P&Z Commission. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD, SUITE 100 BOISE, IDAHO 83706 Meridian City Council Position Statement - PFP 00-002 September 05, 2000 page 2/2 Condition 1. 16, Page 4 - The sentence "All required walls/fencing is to be in place prior to issuance of building permits", should be rewritten to "All required walls/fencing is to be installed prior to issuance of the first Certificate Of Occupancy in the subdivision. we agree with the P&Z Commission recommendation that the wall be 6' from the asphalt on the shopping center side. Condition 1. 18, Page 5 - We agree with the P&Z Commission recommendation that a 7' wide sidewalk be installed along the Eagle Road frontage. A letter outlining these deletions and or modifications to the Planning Department Staff comments was submitted to the P&Z Commission on August 07, 2000. A copy is attached for reference. Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. attachment - Letter To Mr. Steve Siddoway, August 07, 2000 cc: Mr. Will Berg - City Clerk Mr. Steve Siddoway - Planning & Zoning Department Mr. Bruce Freckelton - Public Works Department DAKOTA C 0 M P A N V, I N C. August 07, 2000 Mr. Steve Siddoway Assistant Planner Planning & Zoning Department City of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Presidential Subdivision - Preliminary/Final Application August 02, 2000 Staff Report - Comments Dear Steve: I would like to offer a few comments regarding the above referenced staff report for the Presidential Subdivision Preliminary/Final Plat application. The numbered items below correlate to the numbers in the staff report. t3 !� ENTi i2 A 7 A)MME Ts; 1 � 1L Items #1 through 11 - In agreement. PRELIMINARY PIAT COMMENTS: Item #1 - In agreement Item #2 - We request that no common lot be created for the landscape setback areas along Eagle Road, Pine Street or adjacent to the Crossroads Subdivision. The landscape setback dimensions were already agreed to during the Conditional Use Permit process. The landscape setback area does not require a separate common lot as the entire project is covered by a common area maintenance and cross easement agreement. For the Records East Subdivision Plat the landscape setback areas were designated by a note on the final plat. I would like to suggest the same procedure be used for this situation. No common lot is required. Item #3 - In agreement Item #4 - In agreement ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD. SUITE 100 Rrnicc int,un QQ7nA Mr. Steve Siddoway August 07, 2000 page 2/2 Item 45 - With the landscape setback areas designated as a note on the plat the word "common lots" can be eliminated. We will submit landscape plans for the landscape setback areas prior to signature of the plat. Item #6 - The requirement should read a 6' high concrete block wall be constructed. This is already a Condition Of Approval under the existing Conditional Use Permit. We request that the last sentence be deleted The wall and the landscaping would be installed during the normal construction schedule. The installation would have to be completed prior to issuance of the first Certificate Of Occupancy for the subdivision. Item 47 - In agreement gutter and attached sidewalk be installed per Item #8 - We request that curb, the Conditions Of Approval outlined in the existing Conditional Use Permit and the ACRD Conditions Of Approval. A detached sidewalk would not be consistent with the Phase I portion already completed which stretches all the way from Presidential Street to Venture Street. Item 49 - In agreement FIN 1 PLAT COMMENM Items #1 through #6 - In agreement Please review and share any comments you may have. Thank you for your help and cooperation. Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. cc: Mr. Will Berg - City Clerk, City Of Meridian Mr. Craig Trottier - DDRC Mr. Michael Beck - DDRC Sent By: 208 343 4954; Sep -6-00 10:54AKI; Page 2/6 '; DAKOTA C0MPANY.INC. FAX -0 -GRAM September 06, 2000 To: Distribution From: Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. PXCEIV:El) SEP - 6 2000 CITY OF MERIDIAN RE: Presidential Subdivision Application PFP 00-042 POSMON STA'T'EMENT - Findings And Recommendations Of The Planning & Zoning Commission Mr. Will Berg: Attached is a "Position Statemene' regarding the Findings And Recommendations Of The Planning & Zoning Commission for the above referenoed application. The Public Hearing fox this application was continued until September 13, 2000. Please forward to the City Council. cc: Mr. Steve Siddoway - Planning Department Mr. Bruce Freckelton - Public Works D dt' `g ■ PHONE (209) 343 5223 FAX (208) 34.34954 3K FAST i>APKCENTM END. SUITE too anlcc i( I1 017AA qPP Mr, IPA 11:04 208 343 4954 PAGE. 02 sent By: *; 208 343 4954; DAKOTA COMPANY, INC. September 05, 2000 Meridian City Council Meridian City Hall 33 East Idaho Avenue Meridian, Idaho 83642 Sep -6-00 10:54AM, Pape 3/6 RE: POSITION STATEMENT Case No. PFP 00-002 Presidential Subdivision Preliminary/Final Subdivision Plat Application Developers Diversified Realty Corp./ Dakota Company, Inc. Dear City Council Members: 1 have reviewed the Findings and Recommendations of the Planning and Zoning Commission for the above referenced application and offer the following comments and modifications: The following Findings and/or Recommendation should be deleted: Condition 1. 12, Page 4 - We agree with the recommendations of the P&Z Commission that no common lot is required and this Condition should be deleted. The following Findings and/or Recommendations should be modified: Condition 1. 15, Page 4 - The 20' wide landscape setback areas can be designated with a note on the final plat. The 20' wide landscape setback areas are already a Condition Of Approval under the existing Conditional Use Permit. We agree with the Recommendations of the P&Z Commission. ■ PHONE (208) 343 5223 FAX (208) 343-4454 380 EAST PARKOENTER 6LVD. surf 100 B06E,1DA110 83706 SEP 06 100 11:05 208 343 4954 PAGE.03 sent By: *; 208 343 4954; Sep -5-00 10:54AM; P2ae 4/6 Meridian City Council Position Statement - PFP 00-002 September 05, 2000 page 2/2 Condition 1. 16, Page 4 - The sentence "All required walls/fencing is to be in place prior to issuance of building permits", should be rewritten to "All required walls/fencing is to be installed prior to issuance of the first Certificate Of Occupancy in the subdivision. we agree with the P&Z Commission recommendation that the wall be 6' from the asphalt on the shopping center side. Condition 1, IS, Page 5 - We agree with the P&Z Commission recommendation that a 7' wide sidewalk be installed along the Eagle Road frontage. A letter outlining these deletions and or modifications to the Planning Department Staff comments was submitted to the P&Z Commission on August 07, 2000. A copy is attached for reference. Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. attachment - Letter To Mr. Steve Siddoway, August 07, 2000 M Mr. Will Berg - City Clerk Mr. Steve Siddoway - Planning & Zoning Department Mr. Bruce Freckelton - Public Works Department SEP 06 '00 11:05 208 343 4954 PAGE.04 sent By: 208 343 4954; r -- DAKOTA COMPANY, INC. August 07, 2400 Mr. Steve Siddoway Assistant Planner Planning dt Zoning Department City of Meridian 200 East Carlton Suite 201 Meridian„ Idaho 83642 Sep -6-00 10:54AM; RE. Presidential Subdivision - Preliminary/Final Application August 02, 2000 Staff Report - Comments Dear Steve: I would like to offer a few comments regarding the above referenoed staff report for the Presidential Subdivision Preliminary/Final Plat application. The numbered items below correlate to the numbers in the staff report. C=R A L COMMENTS: Items #I through I I - In agreement. ER LIMiNA12YPLL.AI MENTS: Item #1 - In agreement Item ##2 - We request that no common lot be created for the landscape setback areas along Eagle Road, Pine Street or adjacent to the Crossroads Subdivision. The landscape setback dimensions were already agreed to during the Conditional Use Permit process. The landscape setback area does not require a separate oonunon lot as the entire project is covered by a common area maintenance and cross easement agreement. For the Records East Subdivision Plat the landscape setback areas were designated by a note on the final plat. I would like to suggest the same procedure be used for this situation. No common lot is required. Item #3 - In agreement Item #4 - In agreement ■ PHONE (208) W SM FAX (208) 343-4451 380 EAST PARCENTER BIvU, SUPTE 100 af*)Pcr mourn piwa Page 5/6 SEP 06 '00 11.05 208 343 4954 PAGE.05 208 343 4954; Sep -6-00 10:55AM; Page 6/6 sent By: *; Mr. Steve Siddoway page 2/2 August 07, 2000 Item #5 - With the landscape setback areas designated as a note on the plat the word "common lots" can be eliminated. We will submit areas prior to signature of landscape plans for the landscape setback Item #6 - the plat. The requirement should read a 6' high concrete block wall be Condition Of Approval under the constructed_ This is already a existing Conditional Use Permit. We requesthat the last sentence be deleted The wall and the landscaping be installed during the normal construction schedule. The installation would have to be completed prior to issuance of the first Certificate Of Occupancy for the subdivision. Item #7 - Item #8 - In agreement We request that curb, gutter and attached sidewalk be installed per the Conditions Of Approval outlined in the existing Conditional Use Permit and the ACRD Conditions Of Approval. A detached sidewalk would not be consistent with the Phase I portion already completed which stretches all the way from Presidential Street to Venture Street. Item 99 - In agreement FjNAI PI AT CO Items #1 through #6 - In agreement Please review and share any comments you may have. Thank you for your help and cooperation, Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. cc: Mr. Will Berg - City Clerk, City Of Meridian Mr. Craig Trottier - DDRC Mr. Michael Beck - DDRC SEP 06 '00 11:05 208 343 4954 PAGE.06 Sent 6y: "� 208 343 4954; Sep -6-00 10:53AM; D)A,X0TA COMPANY, INC. 'TELEPHONE: (208) 343-5223 FAX: {208) 343-4954 FACSIMILE 'TRANSMITTAL SHEET PRobc DATEi ©� 0 to [ pAX M bP CNC265� UDMO CbT6� ❑ URGENT ❑ POA REv'Sw ❑ r"AsE comm'&NT ❑ PLBASG REPLY ❑ KxJ sE RLcYCLE NOTgilCOlt'AtBtilBi o,:� r 390 E. PARKCENTER BLVD., SUITE 100 BOISE. ID 03706 Page 1 20e 343 4954 PAGE.01 RECEIVE SEP 0 8 2000 DAKOTACITY OF MERIDIAN CITY ri f:Rv nFr=1rF COMPANY, INC. September 07, 2000 ( No.l Ms. Shari Stiles Planning & Zoning Administrator City Of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Presidential Subdivision Preliminary/Final Plat Application - PFP 00-002 REVISED Preliminary Plat - September 06, 2000 Dear Shari: Enclosed are ten copies and one 8 1/2" x 11" reduction of the Presidential Subdivision Preliminary Plat, revised September 06, 2000. The Preliminary Plat has been revised to incorporate the "Preliminary Plat Comments" contained in the Findings and Recommendations Of The Planning & Zoning Commission, August 29, 2000. The following revision have been made: Preliminary Plat Comment #1. 12 - Note #3 has been added which provides for a 20' wide landscape setback area along Eagle Road, Pine Avenue and Crossroads Subdivision #2. A common lot has not been shown as the P&Z Commission recommended that a common lot was not required. Preliminary Plat Comment #1 13 - Three street lights have been shown along Pine Avenue. If the Public Works Department requires additional street lights they can be added as necessary. Preliminary Plat Comment #I 15 - Note #3 has been added to designate the 20' wide landscape set back areas along Eagle Road, Pine Avenue and Crossroads Subdivision #2.. ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD, SUITE 100 BOISE, IDAHO 83706 , Ms. Shari Stiles September 07, 2000 page 2/2 Preliminary Plat Comment #1 18 - Curb, gutter and attached 7' wide sidewalk is has been added the entire length of Eagle Road per the recommendation of the P&Z Commission. Please review. Should you have any questions please feel free to call. Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. enclosure cc: Mr. C. Trottier - DDRC Mr. M. Beck - DDRC CEAMONE CEn,ER N0, f :o s 2 a o � n a O z g� 0 2 s o� 8, s O Z W V r, o 2 'r^ U) • _ rp rrl rrl^ n-• —sem �'= — :.....,• N CLE RO _ H:a TATE HIGHW agg c 5 — *08 43r _ W+= c -� J L _ 10 2 o m C, 8 ' 00 f y N % A --S oPW3 9• w--- _ -- - 655a' i oa1— --__ ______ I \ 1 I �SJT' �3J I �2J J r ZT T 6 �8J 'iJP55 I�I� �'/// N "2 I r3J I r4J CROSSROADS �/ I eoo r BION N0.2 CRB 0.j AC`S Z I PACES BBpt_BBlJ� I � s`S � O I � �►I liy. I y � z % a o CA "Coe m z �z C, x n I - Ln :o s 2 a o � n a O g� rn n y r'1 R O Z W V 2 'r^ U) Ln 'ZD p�7 rp rrl rrl^ N O ZO .70 Z agg c 5 a.70 _ o n Z -S. rn c r+� p �Vvp� - rn u n y y � 14 1 �Ln Cco =O O O I Off �' g 02 Z rn rnZ O � n �A O � Z rn �o i SO � o 8 August 31, 2000 PFP 00-002 MERIDIAN CITY COUNCIL MEETING September 5, 2000 APPLICANT Developers Diversified / Dakota Company ITEM NO. 25 REQUEST Request for Preliminary / Final Plat for proposed Presidential Subdivision with three building lots on 10.99 acres in an I -L zone - SE corner of Presidential Drive and Eagle Road at the Meridian Crossroads Center AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: CITY SEWER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: ADA COUNTY HIGHWAY DISTRICT: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: OTHER: Contacted: COMMENTS See attached info from P & Z Hearing See attached Recommendations See attached Date: Phone: 3'' �OL 1r, Materials presented at public meetings shall become property of the City of Meridian. WHITE, PETERSON, MORROW, GIGRAY, ROSSMAN, NYE & ROSSMAN, P.A. WM S ATTORNEYS AT LAW NAWA OFFICE BRENT J. JoFnvsox D. SAMUEL JOHNSON D. EAST CARLTON AVENUE 104 NINTH AVENUE SOUTH POST OFFICE Box 247 WILLIAM A. MORROW POST OFFJCE Box 1150 WILLIAM F. NICHOLS MERIDIAN, IDAHO 83680-1150 NAMPA, IDAHO 83653-0247 TEL. (208) 466-9272 CHRISTOPHER S. NYE FAX (208) 4664405 PHn.IP A. PEIERsON TNa 208 288-2499 ERIC S. RosssmA FAX �08 288-2501 TODD A.. ( PLEASE REPLY TO DAVID M. S WARTLEY SwAR L MERIDIAN OFFICE TERRENCER- WHIM j?BCEr%rED August 29, 2000 AUG 3 1 2000 To: Staff CITY OF MERIDIAN Applicant Affected Property Owner(s) Re: Application Case No. PFP-00-002 FINDINGS AND RECOMMENDATIONS OF PLANNING AND ZONING COMMISSION Staff, Applicant and/or Affected Property Owner(s): Please note that these Findings and Recommendations of the Planning and Zoning Commission shall be presented to the 'City Council at the public hearing on the above referenced matter by the Planning and Zoning Administrator. Due to the volume of matters which the City Council must decide, and to insure your position is understood and clear, it is important to have a consistent format by which matters are presented at the public hearings before the City Council. The City Council strongly recommends: 1. That you take time to carefully review the Findings and Recommendations of the Planning and Zoning Commission, and be Fto state your position on this application by addressing the Findings and Recommendations of the Plannmg and Zoning Commission; and That you carefully complete (be sure it is le 'ble) the Position Statement if you disagree with the Findings and�ecommendations of the Planrung and Zoning Commission. The Position Statement form for this application is available at the City Clerk's office. It is recommended that you prepare a Position Statement and deliver it to the City Clerk prior to the hearing, if possible. If that is not possible, please present your Position Statement to the City Council at the hearing, along with eight (8) copies. The copies will be presented to the Mayor, Council, Planning and Zoning Administrator, Public Works and the City Attorney. If you are a part of a ggrroup, it is stron0v recommended that one Position Statement be filled out for the group, which can be signed by the representative for the group. Very truly yours, City Attorney s ice IY/ BEFORE THE PLANNING AND ZONING COMMISSION IN THE MATTER OF THE REQUEST FOR PRELIMINARY PLAT FOR PRESIDENTIAL SUBDIVISION, 3 BUILDING LOTS ON 10.99 ACRES IN A IL ZONE, DEVELOPERS DIVERSIFIED/ DAKOTA COMPANY, Applicant Case No. PFP-00-002 RECOMMENDATION TO CITY COUNCIL 1. The property is approximately 10.99 acres in size and is generally located at the southeast corner of Presidential Dr. and Eagle Road at the Meridian Crossroads Center in Meridian, Idaho. 2. The owner of record of the subject property is Hermes Associated, Ltd. and Developers Diversified Realty Corp. of Beachwood, Ohio. 3. The Applicant is owner of record. 4. The subject property is currently zoned I -L. The zoning of I -L is defined within the City of Meridian's Zoning and Development Ordinance Section 5. The subject property is within the city limits of the City of Meridian. 6. The entire parcel of the property is included within the Meridian Urban Service Planning Area as the Urban Service Planning Area is defined in the Meridian RECOMMENDATION TO CITY COUNCIL - 1 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY Comprehensive Plan. 7. The Applicant proposes to develop the subject property in the following manner: Development of 3 Commercial building lots. 8. There are no significant or scenic features of major importance that affect the consideration of this application. RECOMMENDATION The Meridian Planning and Zoning Commission hereby recommends to the City Council of the City of Meridian that they approve the preliminary and final plat as requested by the Applicant for the property described in the application, subject to the following: Adopt the Planning and Zoning Administrator and Assistant City Engineer Recommendations as follows: 1.1 Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance 12-4-13. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 1.2 Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance 9-1- 4 and 9-4-8. Wells may be used for non-domestic purposes such as landscape irrigation. 1.3 Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance 11-13 . RECOMMENDATION TO CITY COUNCIL - 2 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY 1.4 Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance 11-13-4 and in accordance with Americans with Disabilities Act (ADA) requirements. 1.5 A drainage plan designed by a State of Idaho licensed architect or engineer is required and shall be submitted to the City Engineer for all off-street parking areas as per City Ordinance 11-13-4.B.4. All site drainage shall be contained and disposed of on-site. 1.6 Outside lighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Sections 11-13-4.C. and 12-5-2.M. 1.7 All signage shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance 11-14. No temporary signage, flags, banners or flashing signs will be permitted. 1.8 Provide five -foot -wide sidewalks in accordance with City Ordinance 12- 5-2.K. 1.9 All construction shall conform to the requirements of the Americans with Disabilities Act. 1.10 Please submit a copy of the Ada County Street Name Committee's final approval letter for the Subdivision name, lot and block numbering. PRELIMINARY PLAT COMMENTS 1.11 Sanitary sewer and water service to this site shall be via main extensions from the existing mains installed as part of the Family Center and Lewis & Clark Middle School projects. 1.12 An additional common lot shall be added along Eagle Road, Pine Avenue, and adjacent to Crossroads Subdivision to accommodate the required landscape buffers. Twenty (20) feet minimum is required along Eagle Rd as an entryway corridor and to match phase 1 of the Family Center. Twenty (20) feet minimum is required along Pine Ave as an Urban Collector. Twenty (20) feet minimum is also required adjacent to RECOMMENDATION TO CITY COUNCIL - 3 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY Crossroads Subdivision, as a buffer between incompatible land uses. All buffers are measured from the property line, beyond all future road right-of-way. The Planning and Zoning Commission recommended that common lots will not he required. 1.13 Two -hundred -fifty- and 100 -watt, high-pressure sodium streetlights will be required at locations designated by the Public Works Department. All streetlights shall be installed at subdivider's expense. 1.14 Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual must be submitted prior to plan approval. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water. If a creek or well source is not available, a single -point connection to the culinary water system shall be required. If a single -point connection is utilized, the developer shall be responsible for the payment of assessments for the common areas prior to signature on the final plat by the Meridian City Engineer. If City water is proposed as a secondary source, developer shall be responsible to pay water assessments for the entire common open area. 1.15 Detailed landscape plans for all lots shall be submitted for review and approval prior to signature on the Final Plat. A letter of credit or cash surety will be required for the improvements prior to City signature on the Final Plat. The Planning and Zoning Commission further recommended that a 20' front setback he required. 1.16 A six to eight -foot -high, permanent perimeter wall shall be required along the east property line, similar to the wall already in place along Phase 1 of the Family Center. Submit detailed fencing/wall plans for review and approval prior to City signature on the Final Plat. All required walls/fencing is to be in place prior to issuance of building permits. The Planning and Zoning Commission further recommended that a 6' wall from the asphalt on the shopping site he installed. RECOMMENDATION TO CITY COUNCIL - 4 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY A--, 1.17 All signage for the subdivision is subject to the requirements placed on the Conditional Use Permit for the Family Center and requires separate permits. 1.18 Staff requests that the sidewalks along Eagle be detached from the road to create a parkway and then connected to the existing sidewalk location at the edge of the plat. Detached sidewalks will be more comfortable for pedestrians to walk on and will provide a buffer between the pedestrian and traffic on Eagle Road. The Planning and Zoning Commission further recommends that ACHD does not require meandering sidewalks and that 7 sidewalks he constructed. 1.19 Submit 10 copies of the revised plat that conforms to these requirements at least one week prior to the public hearing with City Council. Also submit one 8 1/2x 11 legible copy of the revised plat. FINAL PLAT COMMENTS 1.20 Revise Note 1 to read, "This subdivision is subject to all requirements of the approved Conditional Use Permit. 1.21 Please add the following final plat notes: (2) Any re -subdivision of this plat shall comply with the applicable zoning regulations in effect at the time of re -subdivision, or as allowed by conditional use. (6) Delete (7) Building setbacks and dimensional standards in this subdivision shall be in compliance with the applicable zoning regulations of the City of Meridian, or as allowed by conditional use. (8) Delete (9) Delete (12) The owner of each lot, across which passes an irrigation/drainage ditch or pipe , is responsible for the maintenance thereof, unless such responsibility is assumed by an irrigation/drainage district. (13) The bottom elevation of structural footings shall be set a minimum of 12 inches above the highest normal ground water elevation. RECOMMENDATION TO CITY COUNCIL - 5 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY 1.22 Please clarify the distance calls along the north boundary of Lot 1, Block 1. 1.23 Assessment fees for water and sewer service are determined during the building plan review process. Applicant shall be required to enter into an Assessment Agreement with the City of Meridian. In addition to these assessments, water and sewer "Late Comers" fees may also be charged against this parcel to help reimburse the parties responsible for installing the water and sewer mains to their current points. 1.24 The bearing and distance shown on the final plat map for the tie to the east west midsection line and Pine Street does not match the corresponding call in the Certificate of Owners. Please revise the appropriate call to match. 1.25 Please execute the Certificate of Owners and its accompanying Acknowledgment. Adopt the Recommendations of the Central District Health Department as follows: 1.26 The Applicant's central sewage and central water plans must be submitted to and approved by the Idaho Department of Health & Welfare, Division of Environmental Quality. 1.27 Run-off is not to create a mosquito breeding problem. 1.28 Stormwater shall be pretreated through a grassy swale prior to discharge to the subsurface to prevent impact to groundwater and surface water quality. 1.29 The Engineers and architects involved with the design of the subject project shall obtain current best management practices for stormwater disposal and design a stormwater management system that prevents groundwater and surface water degradation. Adopt the Recommendations of the Meridian Fire Department as follows: 1.30 Applicants shall satisfy all fire code requirements including those RECOMMENDATION TO CITY COUNCIL - 6 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY pertaining to water flow and fire hydrants, which shall be installed and working before construction begins. Adopt the Recommendations of the Ada County Highway District as follows: 1.31 Comply with requirements of ITD for Eagle Road (State Highway 55) frontage. Submit to the District a letter from ITD regarding said requirements prior to District approval of the final plat or issuance of a building permit (or other required permits), whichever occurs first. Contact District III Traffic Engineer Lance Johnson at 334-8340. 1.32 Dedicate sufficient additional right-of-way to total 66 -feet from centerline of Fairview Avenue from the intersection with Eagle Road for a distance of 650 -feet east of the intersection, then taper to 60 -feet from centerline in 200 -feet, and continue 60 -feet of right-of-way to the east boundary of the development (See 4. below). 1.33 The right-of-way should be dedicated by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. 1.34 Dedicate sufficient right-of-way abutting Eagle Road for the future Eagle Road Interchange. Coordinate the right-of-way requirements with District staff. The right-of-way is generally described as being a minimum of 226 -feet wide (113 -feet east of centerline) from Fairview Avenue south for 600 -feet. The right-of-way needs to then taper to 146 - feet wide (73 -feet from centerline to a point 1,400 -feet south of Fairview Avenue. 1.35 Dedicate sufficient right-of-way abutting Fairview Avenue for the future Eagle Road interchange. Coordinate the right-of-way requirements with District staff. The right-of-way is generally described as being a minimum of 176 -feet wide (84 -feet south of centerline) from Eagle Road east for 500 -feet, then tapering to 120 -feet (60 from centerline) at 1,000 feet east of Eagle Road. 1.36 Dedicate 76 -feet of right-of-way (38 -feet from the centerline) for Records Drive from Fairview Avenue to a point 300 -feet south of Fairview Avenue and 60 -feet of right-of-way (30 -feet from centerline) RECOMMENDATION TO CITY COUNCIL - 7 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY for -Records Drive from that point to the south boundary of the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. 1.37 Prior to beginning a phase of the development that exceeds 450,000 gross square feet, construct the needed improvements to create dual left - turn lanes on the two Fairview Avenue approaches of the Eagle/Fairview intersection and right -turn lanes on all legs of the intersection. The developer will be allowed to offset the cost of the two left turn lanes on the Fairview Avenue legs of the intersection from the impact fee to be collected for the development. 1.38 Prior to the construction of any portion of the development south of Presidential Drive, construct the needed improvements to create dual left -turn lanes on the eastern approaches of the Eagle/Pine intersection. 1.39 Construct a five-foot sidewalk on Fairview Avenue abutting each development phase (approximately 2,600 -feet total) prior to issuance of any Certificate of Occupancy. The construction plans for the development showing the sidewalk must be approved prior to issuance of a building permit. 1.40 Construct a five-foot sidewalk on Eagle Road abutting each development phase (approximately 2,600 -feet total) prior to issuance of any Certificate of Occupancy. The construction plans for the development showing the sidewalk must be approved prior to issuance of a building permit. 1.41 Prior to opening of the development, construct pavement widening on Fairview Avenue to one half of an 89 -foot street section abutting the parcel (approximately 2,600 -feet). 1.42 Prior to opening of the development, construct pavement widening on Fairview Avenue to add one eastbound lane from Eagle Road to a point 500 -feet west where the existing improvements end. 1.43 Construct a five-foot sidewalk on Pine Avenue abutting each development phase (approximately 1,300 -feet) prior to opening of any RECOMMENDATION TO CITY COUNCIL - 8 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY development south of Presidential Drive. 1.44 Construct the four driveways on Fairview Avenue as proposed. The driveways should be located as proposed on the site plan dated 8/3/98, prepared by Quadrant Consulting, Inc. and on file with the District: approximately 440 -feet, 940 -feet, 1,510 -feet, and 2,480 -feet east of Eagle Road respectively. a. The western driveway on Fairview Avenue (Driveway A) is to be constructed as a right-in/right-out driveway, with driveway width limited to 30 -feet and a minimum storage length of 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Extend the existing median island in Fairview Avenue from its easterly terminus to a point 50 -feet east of the eastern edge of driveway A and construct pavement tapers with 15 -foot radii. b. The second driveway on Fairview Avenue (Driveway B) is to be constructed as a full access driveway with a width limited to 40 - feet. The minimum storage length shall be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Construct pavement tapers with 15 -foot radii. C. The third driveway on Fairview Avenue (Driveway C) is to be constructed as a full access driveway with a driveway width limited to 40 -feet. The minimum storage length shall be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Construct pavement tapers with 15 -foot radii. d. The fourth driveway on Fairview Avenue (Driveway D) is to be constructed as a full access driveway with a driveway width limited to 40 -feet. The minimum storage length shall be 100 -feet for outbound traffic and 50 -feet for inbound traffic. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Construct pavement tapers with 15 -foot radii. RECOMMENDATION TO CITY COUNCIL - 9 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY 1.45 Construct Records Drive as a 65 -foot street section (with curb, gutter and five-foot sidewalk) from Fairview Avenue to a point 300 -feet south of Fairview Avenue. Records Drive should be located approximately 2,100 -feet east of Eagle Road. Widen the approach to Fairview Avenue to provide two northbound left turn lanes and one northbound through/right-turn lane. Two southbound lanes are needed from Fairview Avenue to a point 300 -feet south of Fairview. Dedicate sufficient right-of-way for the noted improvements. 1.46 Construct Records Drive as a 41 -foot street section (with curb, gutter and five-foot sidewalk) from a point 300 -feet south of Fairview Avenue to the existing stub street within the Crossroads subdivision. 1.47 Construct a traffic signal at the Fairview/Records intersection. Provide and install an Opticom device for emergency vehicle pre-emption of the signal to the satisfaction of ACHD and the Meridian Fire Department. Other materials for the traffic signal are to be purchased from ACHD or be demonstrated to meet ACHD specifications. The signal should be designed to allow the future construction of dual left -turn lanes on Fairview Avenue. The applicant will be responsible for the entire cost of the signal installation. Submit the signal design to District staff for approval prior to construction. 1.48 Construct a driveway on Eagle Road aligned with Florence Street as a full access driveway. The driveway width should be limited to 40 -feet. The minimum storage length should be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Eagle Road. This driveway may be restricted to right-in/right-out movement in the future. Construct a deceleration lane for the driveway. 1.49 Construct Pine Avenue as a 28 -foot street section from the project's eastern property line to a point approximately 400 -feet east of Eagle Road. Widen the approach to Eagle Road to provide two westbound left turn lanes, one westbound through lane and one westbound right -turn lane. Coordinate the roadway design with District staff. 1.50 Prior to the commencement of construction of the area south of Presidential Drive, construct a traffic signal at the Eagle/Pine intersection. Provide and install Opticom device (an optical RECOMMENDATION TO CITY COUNCIL - 10 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY communication device for emergency vehicle pre-emption of the signal operation) as part of the signal installation. The District will provide the materials for the signal (with the exception of the Opticom device) as its share of the entire Pine Avenue construction from Eagle Road to the east boundary of the development. Submit the signal design to District staff for approval prior to construction. 1.51 Should the ACHD roadway project to extend Pine Avenue from Eagle Road to Cloverdale Road precede the development expansion south of Presidential Drive, all features related to Pine Avenue are to be constructed by the applicant prior to the building permit issuance for the development south of Presidential Drive or the cost therefor paid to the District. Specifically, this includes the extra left -turn lanes onto and off of Eagle Road and into the full access driveway from Pine Avenue into the development. 1.52 Reconstruct the western median in Presidential Drive to provide a left turn lane at the entrance to the project site (at the store fronts). Provide a minimum of 100 -feet of storage area for the new turn lane. Coordinate the roadway design with District staff. 1.53 Construct a full access driveway on Presidential Drive as proposed 340 - feet east of Eagle Road. The driveway width should be limited to 30 - feet. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Presidential Drive. 1.54 Construct a full -access driveway connection to Presidential Drive at the midpoint between Eagle Road and the project roadway in front of the stores. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Presidential Drive. 1.55 Construct a full access driveway on Presidential Drive as proposed 620 - feet east of Eagle Road. The driveway width should be limited to 30 - feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Presidential Drive. 1.56 Reconstruct the westbound approach at the Eagle Road/Presidential RECOMMENDATION TO CITY COUNCIL - 11 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY Drive intersection to provide two westbound travel lanes. Coordinate the roadway design with District staff. 1.57 Construct deceleration tapers at each of the driveways on Eagle Road. Coordinate the design with ITD staff. 1.58 Other than the access point(s) specifically approved with this application, direct lot or parcel access to Pine Avenue or Fairview Avenue is prohibited. 1.59 Construct a full access driveway on Records Drive as proposed 175 -feet south of Fairview Avenue, limited to 30 -feet of driveway width. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Records Drive. 1.60 Construct a full access driveway on Records Drive as proposed 300 -feet south of Fairview Avenue, limited to 30 -feet of width. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Records Drive. 1.61 Construct a full access driveway on Records Drive as proposed 500 -feet south of Fairview Avenue, limited to 30 -feet of driveway width. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Records Drive. 1.62 Construct a full access driveway on Records Drive as proposed 800 -feet south of Fairview Avenue, limited to 30 -feet of driveway width. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Records Drive. 1.63 Construct a right-in/right-out driveway on Pine Avenue 175 -feet east of Eagle Road, limited to a driveway width of 30 -feet. The minimum storage length shall be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Pine Avenue. A median island shall be installed in Pine Avenue from the stop bar at Eagle Road to a point 50 -feet east of the driveway. 1.64 Construct a full access driveway on Pine Avenue as proposed 340 -feet east of Eagle Road, limited to 30 -feet of driveway width. The minimum RECOMMENDATION TO CITY COUNCIL - 12 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAI(OTA COMPANY storage length should be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Pine Avenue. 1.65 Construct a full access driveway on Pine Avenue as proposed 620 -feet east of Eagle Road, limited to a driveway width of 30 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Pine Avenue. 1.66 Construct and install traffic calming facilities on Presidential Drive beginning at the eastern property line of the development and extending through the intersection with Fillmore Way. Coordinate the design and placement of the calming facilities with District staff and the Crossroads Subdivision Owners Association. 1.67 Modify the site plan to create a vehicular way behind the pads fronting on Fairview Avenue and Eagle Road (approximately 100 -feet into the site) to connect Records Drive and Pine Avenue. Install curb returns at the intersections of this vehicular way with Records Drive and Presidential Drive. Install STOP signs on the access aisles intersecting with this vehicular way and install STOP signs on the vehicular way at its intersections with Records Drive, the five major driveways into the site, Presidential Drive and Pine Avenue. Coordinate the location of the vehicular way with District staff. Z:\Work\M\Meridian 15360M\PresidentialSub PFP002\PFP002President.wpd RECOMMENDATION TO CITY COUNCIL - 13 PRELIMINARY PLAT -PRELIMINARY AND FINAL PLAT FOR 3 BUILDING LOTS O 10.00 ACRES IN A IL ZONE BY DEVELOPERS DIVERSIFIED DAKOTA COMPANY Ada CountvWig4wav oCJGitNGCt Judy Peavey -Derr, President 6 1 b East it in street Dave Bivens, Vice President Garden City, Idaho 83714-6499 Marlyss Meyer, Secretary Phone (208) 387-6100 Sherry R. Huber, Commissioner Fax (208) 387-6391 Susan S. Eastlake, Commissioner E-mail: tellus@achd.ada.id.us August 28, 2000 PcErvE]D TO: Tom Bauwens AUG 3 1 2000 Dakota Company Inc. 380 Parkcenter Blvd. suite 100 CITY OF MERIDIAN Boise, ID 83706 FROM: Christy Richardson, Principal Development Analyst Planning & Development d,iuca, c� SUBJECT: Preliminary Plat: Presidential, 3 -lot subdivision, southeast corner President Dr. & Eagle Rd. On August 23. 2000, the Commissioners of the Ada County Highway District (hereafter called "District") took action on the preliminary Plat as stated on the attached staff report. In order that the Final Plat may be considered by the District for acceptance, the Developer shall cause the following applicable standard conditions to be satisfied prior to District certification and endorsement: 1. Drainage plans shall be submitted and subject to review and approval by the District. 2. If public street improvements are required: Prior to any construction within the existing or proposed public right-of-way, the following shall be submitted and subject to review and approval by the District. a. Three complete sets of detailed street construction drawings prepared by an Idaho registered professional Engineer. b. Execute and Inspection Agreement between the Developer and the District together with initial payment deposit for inspection and/or testing services. C. Complete all street improvements to the satisfaction of the District, or execute a Surety Agreement between the Developer and the District to guarantee the completion of the construction of all required street improvements. 3. Furnish a copy of the Final Plat showing street names as approved by the Local Government Agency having such authority together with the payment of fee charged for the manufacturing and installation of all street signs. 4. If Public Right -of -Way Trust Fund deposit is required, make the deposit to the District in the form of cash or cashier's check for the amount specified by the District. 5. Furnish easements, agreements and all other datum or documents as required by the District. 6. Furnish Final Plat drawings together with the plat and plan review fees for District acceptance and endorsement. The final plat must contain the signed endorsement of the Owner and the Land Surveyor's certification. 7. All of the material must be submitted to District staff two -weeks prior to Commission review of the final plat. 8. Approval of the plat is valid for one year. The Commission will consider an extension of one year if requested within 15 -days prior to the expiration date. Please contact me at (208) 387-6170, should you have any questions. Cc: Planning & Development Chron/File Planning & Development Services -City of Meridian Construction Services — John Edney Drainage- Chuck Rinaldi Hermes Associates, Ltd. Developers Diversified Realty Corp. 3300 Enterprise Parkway Beachwood, OH 44122 Bob Arnold Engineering & Inspection Services, Inc. Boise, ID 83713 i� ADA COUNTY HIGHWAY DISTRICT Planning and Development Division Development Application Report Preliminary Plat — Presidential/MPFP00-002 3 -lot commercial subdivision An application has been submitted to the City of Meridian for approval of a preliminary/final plat. The application has been referred to ACHD by the City of Meridian for review and comment. The 10.99 - acre site is located at the southeast corner of Presidential Drive and Eagle Road. This development is estimated to generate 4,000 additional vehicle trips per day based on the Institute of Transportation Engineers Trip Generation manual. This site and the associated trip generation was included in the original approval of the Meridian Family Center. None of the site specific requirements have changed from the original report (MCUP-17-98). Roads impacted by this development: Eagle Road Presidential Drive Pine Avenue Fairview Avenue ACHD Commission Date — August 23, 2000 - 7:00 p.m. Presidential Sub.cmm N /'I in� N ID YI C C� M N N v • N Q • r •1. W N W� _ lV V —i 01 0 to 7 _ ..- to 0 � , LL O n W W Y}N Mh O W tl T '� C7_ uj CO N O p � N 2 N a VN n - to M tp ~ C M N uj W ti O O c N r N ` \ P N of v �,y Q - I n ,� v b°[ L LSt _ . v a -FPO- AD � 4 V d 1Li \ LL = \ fl�. V, ,r I � n 17, W Wi a Q C C krwZuj uj N s m O - W W cc c-' W cn �= -- '1S 018vS08 N 1i L I n LL .� N _ W a u. luw" RM=22 ee 2 M � O �- ■ C p �Iifill. ■'I .. I a u. luw" RM=22 Facts and Findings: A. General Information Owner — Developers Diversified Applicant — Tom Bauwens, Dakota Company I -L - Existing zoning 10.99 - Acres 3 - Proposed building lots 0 - Total lineal feet of proposed public streets 145 - Traffic Analysis Zone (TAZ) West Ada - Impact Fee Service Area Meridian - Impact Fee Assessment District Eagle Road State Highway 55) Principal arterial Traffic count of 39,019 on 5-9-00 E -Existing Level of Service F -Existing plus project build -out Level of Service 750 -feet of frontage 140 -feet existing right-of-way Comply with ITD right-of-way requirements Eagle Road is improved with a 5 -travel lanes and no curb, gutter or sidewalk abutting this site. Eagle Road (SH -55) is under the jurisdiction of the Idaho Transportation Department (ITD). Presidential Drive Local/commercial street No current traffic count available 650 -feet of frontage 69 -feet existing right-of-way No additional right-of-way required The applicant previously made improvements to Presidential Drive by constructing the westbound approach at the Eagle Road/Presidential Drive intersection to provide two westbound travel lanes, and one eastbound lane. Pine Avenue (not yet built) Collector with bike lane designation No traffic count available 660 -feet of frontage 48 -feet existing right-of-way No additional right-of-way required Presidential Sub.cmm Pine Avenue between Eagle Road and Cloverdale Road is included in the Five Year Work Program. Fairview Avenue Principal arterial Traffic count of 25,610 on 5-9-00 (e/o Eagle Road) Traffic count of 30,081 on 5-9-00 (w/o Eagle Road) C -Existing Level of Service F -Existing plus project build -out Level of Service 0 -feet of frontage Fairview Avenue is improved with 5 -travel lanes. There is sidewalk abutting the Family Center site. B. On September 23, 1998, the ACHD Commission reviewed MCUP-17-98, a conditional use application for an 848,000 -square foot retail shopping center on 74.74 -acres. The entire site, including this portion was estimated to generate 26,950 vehicle trips per day at full build -out. This site was included as part of the original application. This report reflects the requirements that pertain to this 10.99 -acres of the overall site. The original staff report is included with this preliminary plat report, and includes the original traffic study conducted for the entire site. C. Eagle Road (State Highway 55) is under the jurisdiction of Idaho Transportation Department (ITD). Application materials should be submitted to ITD for review and requirements of that Department and the applicant should submit to the District a letter from ITD regarding said requirements prior to District approval of the final plat or issuance of a building permit (or other required permits), whichever occurs first. The applicant may contact District III Traffic Engineer Lance Johnson at 334-8340. D. Eagle Road traffic volumes have increased an average of 16% over the last seven years. Traffic has increased an average of 20% over the last four years. The APA model assumes a 4% annual growth rate until the Year 2015. While it is unlikely that the 20% growth rate will be maintained, the APA forecast is likely low, based on observed development rates and counts. E. The preceding analyses identified the following public street improvements needed to accommodate the additional traffic created by this project and the normal growth of background traffic (pertaining to this current site): A. Construct a traffic signal at the Eagle Road/Pine Avenue intersection. B. Construct dual southbound left turn lanes on Eagle Road at the Pine Avenue intersection. C. Construct dual westbound left turn lanes on Pine Avenue at the Eagle Road intersection. D. Construct Pine Avenue 28 -feet wide from Eagle Road east to the eastern property line of this project. Two lanes are needed from the western driveway to the eastern property line. Four lanes are needed from the western driveway to the western property line. Presidential Sub.m n r Depending upon the magnitude and direction of project development, staff determined that it was possible to implement the needed improvements in phases. The following table identifies the threshold level of development at which each improvement is needed. Some of these MWA improvements have been constructed with previous development, and some are currently underway. THRESHOLD VALUES FOR SITE SPECIFIC IMPROVEMENTS Needed Improvement Threshold Value at Which Improvement is Required Dual left -turn lanes and right- X Needed after 450,000 GSF of buildings are constructed. turn lanes at (currently underway) Eagle/Fairview Signal at Records/Fairview X Needed at start of development north of Florence Street. (previously constructed) Dual left -turn lanes at X Needed at start of development north of Florence Fairview/Records (on Street. Records) X Developer required to dedicate 6 -feet of right-of-way within 500 -feet of Records intersection for future addition of dual left -turn lanes on Fairview by ACHD or others. (previously constructed) Signal at Eagle/Pine X Needed at start of development south of Presidential Drive. (required with this development) Dual left -turn lanes on Eagle at X Needed at start of development south of Presidential Eagle/Pine Drive. (required with this development) Dual left -turn lanes on Pine at X Needed at start of development south of Presidential Eagle/Pine Drive. (required with this development) Construct Pine east of Eagle X Needed at start of development south of Presidential Drive. (required with this development) Construct deceleration lanes at X Needed at start of development. (previously the Eagle Road accesses constructed) Construct third eastbound lane X Needed after 450,000 GSF of buildings are constructed. on Fairview west and east of (currently underway) Eagle F. Fairview Avenue and Pine Avenue are ACHD classified roadways and, as such, would be eligible for the use of impact fee revenue to increase their capacity, if such improvement is included in the Capital Improvements Plan (CIP) and the Five Year Work Program (FYWP). Idaho Code also allows the use of road impact fee revenue on State Highways, such as Eagle Presidential Sub.cnml Page 4 Road for capacity enhancement. Only one of the improvements recommended by the traffic impact study, the Eagle/Pine signal, is included in the FYWP. Some of the recommended improvements will be necessary in the future to accommodate traffic growth without the traffic that will be generated by this proposal, and the District would be constructing those improvements at the appropriate time, partially funded from impact fee revenue. The large volume that will be generated by the proposed development accelerates the need for those improvements. Staff has evaluated the relative benefits that will be realized by the general traveling public from the various recommended improvements and suggests that they be considered in two categories, system improvements and site related improvements as follows: System Improvements are capital improvements other than a site -related improvement which is a public facility and is designed to provide service to the community at large. The costs of these improvements would be offset from the Road Impact Fees for the project. No system improvements are required with this application, as they have been constructed with MCUP-17-98, or are currently underway as part of that application. 2. Site -related improvements are capital improvements or right-of-way dedication for direct access to and/or within the proposed project or development. The costs of these improvements, as related to this application, must be borne by the developer of the project: a. Construct a traffic signal at the Eagle Road/Pine Avenue intersection - the District should provide the materials, and the developer should install the signal. Part of the expense of the road construction is the District=s responsibility because it will be slightly more than the development actually requires. The provision of the signal equipment by the District will balance that expense. The signal will include provision for Opticom equipment. b. Construct dual southbound left turn lanes on Eagle Road and matching shadow striping or median at the Pine Avenue intersection. C. Construct dual westbound left turn lanes on Pine Avenue at the Eagle Road intersection. d. Construct Pine Avenue from Eagle Road east to the eastern property line of this project. The street section will consist of four lanes at Eagle Road east to the full access driveway into the retail center. From that point east to the property line, the street section will consist of 28 -feet of pavement with two 3 -foot wide unpaved shoulders. e. Construct a five-foot sidewalk on Eagle Road abutting the site. G. District policy states that direct access to arterials and collectors is normally restricted and that the developer shall try to use combined access points. In accordance with District policy the applicant should be required to provide a recorded cross access easement among all of the lots in the subdivision for access to the public streets prior to final plat approval. H. District staff is extremely concerned with internal site access and the possible traffic conflicts within the site and on the adjacent residential subdivision. Staff believes that an improved Presidential Sub.cmm Page 5 r� ^ internal site circulation system should be designed to minimize those impacts. The proposed system could include on-site travel routes parallel to Eagle Road and Fairview Avenue to improve access to the two signalized intersections of Pine Avenue/Eagle Road and Records Drive/Fairview Avenue, but should not be immediately in front of the stores. After discussing this issue with the applicant and his representative, the applicant proposed the following two modifications to the site plan to reduce the impacts on the residential streets and the access road directly in front of the stores: 1. Locate a second driveway on Pine Avenue, 175 -feet east of Eagle Road, and lengthen the on-site stacking served by this driveway to a minimum of 50 -feet to open up the parking area at the southwest corner of the site. This would allow the vehicles parked in this area additional access to Pine Avenue without using the drive aisle immediately in front of the stores. 2. Design additional access aisles in the northwest corner of the site to provide better access to the western driveway on Fairview Avenue. This will provide additional access to much of the parking area in this part of the site to minimize the traffic attempting to drive to the signalized intersections of Records Avenue/Fairview Avenue and Pine Avenue/Eagle Road. Staff is of the opinion that additional site plan corrections are necessary to provide adequate on- r site circulation. The Institute of Transportation publication "Guidelines for Planning and Designing Access Systems for Shopping Centers@ states that a shopping center of this magnitude should be constructed with a "ring road" or frontage road near the circumference of the site to expedite the movement of on-site traffic. That consideration is especially important in this situation because of the great distances from some parts of the center to the two signalized intersections with the arterial system. Additional access aisles parallel to Fairview Avenue and Eagle Road would partially satisfy the need for a frontage or ring road. During the Commission meeting, the Commission discussed the merits of expanding the access aisle configuration to function as a continuous vehicular way from Records Drive to Pine Avenue. This way would be interrupted by crossings of the driveways into the site and Presidential Drive, but would greatly increase ease of access to the two signalized intersections serving the site (Records and Pine). The Commission agreed with staff that such opening of the access aisle was necessary and would be included as a Site Specific Requirement. I. The applicant has previously constructed these improvements to Presidential Drive: • westbound approach at the Eagle Road/Presidential Drive intersection to provide two westbound travel lanes. • western median in Presidential Drive to provide a left turn lane at the entrance to the project site (at the store fronts). Provide a minimum of 100 -feet of storage area for the new turn lane. • frill access driveway on Presidential Drive, 340 -feet east of Eagle Road. The driveway width should be limited to 30 -feet. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Presidential Drive. Presidential Sub.cmin Page 6 W • full -access driveway connection to Presidential Drive at the midpoint between Eagle 410 1 Road and the project roadway in front of the stores. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Presidential Drive. ' • frill access driveway on Presidential Drive as proposed 620 -feet east of Eagle Road. The driveway width should be limited to 30 -feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Presidential Drive. Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. Contact Construction Services at 387-6280 (with file numbers) for details. K. Any proposed landscape islands/medians within the public right-of-way dedicated by this plat should be owned and maintained by a homeowners association. Notes of this should be required on the final plat. L. As required by District policy, restrictions on the width, number and locations of driveways, may be placed on future development of this parcel. M. In order to reduce trips to and from this development it is recommended that Tenants occupying �. the proposed building be required to provide an Alternative Transportation Program for employees and provide an annual report to ACHD on employee participation. Commuteride staff will coordinate the Alternative Transportation Program with the applicant. For more .00 information contact Pat Nelson at 387-6160 for further information. NAM N. In order to reduce trips to and from this development, it is recommended that the tenants occupying the proposed building(s) be required to participate in any Transportation Management Association (TMA) or Transportation Management Organization (TMO) that is formed with a boundary that includes this site or is adjacent to this development. r A Transportation Management Association (TMA) or Transportation Management Organization (TMO) is formed with a coordinator that works as a liaison between businesses and private and public transportation providers to increase the use of alternative transportation and other trip reduction measures (shuttle buses, bus pass programs, vanpools, car pools, bicycle and walking enhancements). An annual survey will be required of the TMA/TMO to monitor participation in alternative transportation programs and forwarded to the ACHD Commuteride Office. O. The existing transportation system will be adequate to accommodate the additional traffic generated by this proposed development only with the additional requirements outlined within this report. The existing transportation system is not adequate for the anticipated traffic volumes without improvement. Recommendations: Presidential Sub.ciurn Page 7 Special Recommendations to the City of Meridian: 1. The Institute of Transportation publication "Guidelines for Planning and Designing Access Systems for Shopping Centers states that a shopping center of this magnitude should be constructed with a ring road or frontage road near the circumference of the site to expedite the movement of on-site traffic. That consideration is especially important in this situation because of the great distances from some parts of the center to the two signalized intersections with the arterial system. The applicant should be required to revise the site plan to provide internal site circulation equivalent to a public street system to ensure that intra -site circulation does not use the public street system to circulate through the adjacent subdivision to gain access to the Pte. signalized intersections on Eagle Road and Fairview Avenue. The on-site system should mom roughly parallel Fairview Avenue and Eagle Road but should not be located immediately in front of the stores. Opening of access aisles located 100 -feet or more away from and parallel with Fairview Avenue and Eagle Road will fulfill this requirement. The access aisles should be as direct as possible and provide a means of driving a vehicle from Records Drive to Pine Avenue without interruption except at the major driveways into the site and at Presidential Drive. Coordinate the internal roadway design with District staff. 2. In order to reduce trips to and from this development it is recommended that tenants occupying the proposed building consider formation of an Alternative Transportation Program. Commuteride staff will coordinate the Alternative Transportation Program with the applicant. For more information contact Mrs. Pat Nelson at 387-6160. 3. In order to reduce trips to and from this development, the tenants occupying the proposed building(s) are urged to participate in any Transportation Management Association (TMA) or Transportation Management Organization (TMO) that is formed with a boundary that includes this site or is adjacent to this development. The District would appreciate the formation of such an entity by this complex. Special Recommendations to ITD: The applicant should be required to construct the needed improvements to create dual left -turn lanes on the two Eagle Road approaches of the Eagle/Pine intersection. The northbound left - turn lanes are not directly usable by the development. However, they may reduce congestion caused by trips to/from the development and are needed to "shadow" improvements at the Pine Avenue/Eagle Road intersection. 2. The applicant should construct a five-foot sidewalk on Eagle Road abutting each development phase prior to issuance of any Certificate of Occupancy. The constriction plans for the development showing the sidewalk should be approved prior to issuance of a building pen -nit. The following Site Specific Requirements and Standard Requirements must be met or provided for prior to ACHD approval of the final plat: Presidential Sub.cnnin Page 8 r Site Specific Requirements: 1. Comply with all requirements associated with MCUP-17-98, as approved on September 23, 1998. 2. Comply with requirements of ITD for Eagle Road (State Highway 55) frontage. Submit to the District a letter from ITD regarding said requirements prior to District approval of the final plat or issuance of a building permit (or other required permits), whichever occurs first. Contact District III Traffic Engineer Lance Johnson at 334-8340. Prior to final plat approval, the applicant shall enter into a development agreement for the design and construction of the traffic signal at Eagle Road and Pine Avenue, and any associated improvements. The applicant shall provide and install Opticom device (an optical communication device for emergency vehicle pre-emption of the signal operation) as part of the signal installation. The District will provide the materials for the signal (with the exception of the Opticom device) as its share of the entire Pine Avenue construction from Eagle Road to the east boundary of the development. The District will also provide signal inspection, and will contribute a portion of the design fee. Submit the signal design to District staff for approval prior to construction. The applicant shall also widen the approach to Eagle Road to provide two westbound left turn lanes, and one westbound through/right-turn lane. Should the ACHD roadway project to extend Pine Avenue from Eagle Road to Cloverdale Road occur prior to this development, all features related to Pine Avenue are to be constructed by the applicant prior to final plat approval, or the cost therefor paid to the District. Specifically, this includes the extra left -turn lanes onto and off of Eagle Road and into the full access driveway from Pine Avenue into the development. 4. Prior to final plat approval, construct Pine Avenue as a 28 -foot street section from the project=s eastern property line to Eagle Road abutting the entire subdivision. Coordinate the roadway design with District staff. Prior to final plat approval, construct a five-foot sidewalk on Pine Avenue from the project=s eastern property line to Eagle Road abutting the entire subdivision. 6. Construct a right-in/right-out driveway on Pine Avenue a minimum 175 -feet east of Eagle Road, limited to a driveway width of 30 -feet. The minimum storage length shall be 100 -feet. Install a 010, 36" by 36" high intensity STOP sign at the driveway=s intersection with Pine Avenue. A L median island shall be installed in Pine Avenue from the stop bar at Eagle Road to a point 50 - feet east of the driveway. 7. Construct a full access driveway on Pine Avenue as proposed approximately 340 -feet east of Eagle Road, limited to 30 -feet of driveway width. The minimum storage length should be 100 - Presidential Sub.cmm Page 9 F feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Pine Avenue. Construct a full access driveway on Pine Avenue as proposed approximately 620 -feet east of Eagle Road, limited to a driveway width of 30 -feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Pine Avenue. 9. Other than the access points specifically approved with this application, direct lot or parcel access to Pine Avenue is prohibited. 10. Other than the previously approved driveways on Presidential Drive, direct lot or parcel access to Presidential Drive is prohibited. The approved driveways shall be: • located 175 -feet east of Eagle Road. The driveway width shall be limited to 30 -feet, with the minimum storage length of 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Presidential Drive. located at the midpoint (340 -feet from Eagle Road) between Eagle Road and the project roadway in front of the stores. The driveway width shall be limited to 30 -feet, with the minimum storage length of 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Presidential Drive. located 620 -feet east of Eagle Road. The driveway width shall be limited to 30 -feet, with the minimum storage length of 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway=s intersection with Presidential Drive. 11. Prior to any occupancy within Presidential Subdivision, construct and install traffic calming facilities on Presidential Drive beginning at the eastern property line of the development and extending through the intersection with Fillmore Way. Coordinate the design and placement of the calming facilities with District staff and the Crossroads Subdivision Owners Association. 12. Create a vehicular way behind the pads fronting on Fairview Avenue and Eagle Road (approximately 100 -feet into the site) to connect Records Drive and Pine Avenue. Install curb returns at the intersections of this vehicular way with Records Drive and Presidential Drive. Install STOP signs on the access aisles intersecting with this vehicular way and install STOP signs on the vehicular way at its intersections with Records Drive, the five major driveways into the site, Presidential Drive and Pine Avenue. Coordinate the location of the vehicular way with District staff. 13. Provide a recorded cross access easement among all of the lots in the subdivision for access to the public streets prior to final plat approval. Presidential Subxrrum Pa -e 10 Standard Requirements: ~ 1. A request for modification, variance or waiver of any requirement or policy outlined herein shall be made in writing to the ACHD Planning and Development Supervisor. The request shall specifically identify each requirement to be reconsidered and include a written explanation of why such a requirement would result in a substantial hardship or inequity. The written request shall be submitted to the District no later than 9.00 a m on the day scheduled for ACHD Commission action. Those items shall be rescheduled for discussion with the Commission on the next available meeting agenda. Requests submitted to the District after 9:00 a.m. on the day scheduled for Commission action do not provide sufficient time for District staff to remove the item from the consent agenda and report to the Commission regarding the requested modification, variance or waiver. Those items will be acted on by the Commission unless removed from the agenda by the Commission. After ACHD Commission action, any request for reconsideration of the Commission's action shall be made in writing to the Planning and Development Supervisor within six days of the action and shall include a minimum fee of $110.00. The request for reconsideration shall specifically identify each requirement to be reconsidered and include written documentation of data that was not available to the Commission at the time of its original decision The request for reconsideration will be heard by the District Commission at the next regular meeting of the Commission. If the Commission agrees to reconsider the action, the applicant will be notified of the date and time of the Commission meeting at which the reconsideration will be heard. Payment of applicable road impact fees are required prior to building construction in accordance with Ordinance #193, also known as Ada County Highway District Road Impact Fee Ordinance. 4. All design and construction shall be in accordance with the Ada County Highway District Policy Manual, ISPWC Standards and approved supplements, Construction Services procedures and all applicable ACHD Ordinances unless specifically waived herein. An engineer registered in the State of Idaho shall prepare and certify all improvement plans. 5. The applicant shall submit revised plans for staff approval, prior to issuance of building permit (or other required permits), which incorporates any required design changes. 6. Construction, use and property development shall be in conformance with all applicable requirements of the Ada County Highway District prior to District approval for occupancy. 7. It is the responsibility of the applicant to verify all existing utilities within the right-of-way. Existing utilities damaged by the applicant shall be repaired by the applicant at no cost to ACHD. The applicant shall be required to call DIGLINE (1-800-342-1585) at least two full ne business days prior to breaking ground within ACHD right-of-way. The applicant shall contact " ACHD Traffic Operations 387-6190 in the event any ACHD conduits (spare or filled) are compromised during any phase of construction. Presidential Sub.cmm Page 11 8. No change in the terms and conditions of this approval shall be valid unless they are in writing and signed by the applicant or the applicant's authorized representative and an authorized representative of the Ada County Highway District. The burden shall be upon the applicant to obtain written confirmation of any change from the Ada County Highway District. 9. Any change by the applicant in the planned use of the property which is the subject of this application, shall require the applicant to comply with all rules, regulations, ordinances, plans, or other regulatory and legal restrictions in force at the time the applicant or its successors in interest advises the Highway District of its intent to change the planned use of the subject property unless a waiver/variance of said requirements or other legal relief is granted pursuant to the law in effect at the time the change in use is sought. Conclusion of Law: ACHD requirements are intended to assure that the proposed use/development will not place an undue burden on the existing vehicular and pedestrian transportation system within the vicinity impacted by the proposed development. Should you have any questions or comments, please contact the Planning and Development Division at 387-6170. Submitted by: Planning and Development Staff Commission Action: August 23, 2000 Presidential Sub.cnun Page 12 DAKOTA C O M PA N Y I N C August 07, 2000 Mr. Steve Siddoway Assistant Planner Planning & Zoning Department City of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 RE: Presidential Subdivision - Preliminary/Final Application August 02, 2000 Staff Report - Comments Dear Steve: REcErvED AUG - 9 2000 CITY OF MERIDIAN I would like to offer a few comments regarding the above referenced staff report for the Presidential Subdivision Preliminary/Final Plat application. The numbered items below correlate to the numbers in the staff report. GENERAL COMMENT Items #1 through 11 - In agreement. PRELIMINARY PLATCOMMENTS: Item 91 - In agreement Item #2 - We request that no common lot be created for the landscape setback areas along Eagle Road, Pine Street or adjacent to the Crossroads Subdivision. The landscape setback dimensions were already agreed to during the Conditional Use Permit process. The landscape setback area does not require a separate common lot as the entire project is covered by a common area maintenance and cross easement agreement. For the Records East Subdivision Plat the landscape setback areas were designated by a note on the final plat. I would like to suggest the same procedure be used for this situation. No common lot is required. Item #3 - In agreement Item #4 - In agreement ■ PHONE (208) 343-5223 FAX (208) 343-4954 380 EAST PARKCENTER BLVD. SUITE 100 BOiSF 'DAHn 5,706 Mr. Steve Siddoway August 07, 2000 page 2/2 Item #5 - With the landscape setback areas designated as a note on the plat the word "common lots" can be eliminated. We will submit landscape plans for the landscape setback areas prior to signature of the plat. Item #6 - The requirement should read a 6' high concrete block wall be constructed. This is already a Condition Of Approval under the existing Conditional Use Permit. We request that the last sentence be deleted The wall and the landscaping would be installed during the normal construction schedule. The installation would have to be completed prior to issuance of the first Certificate Of Occupancy for the subdivision. Item #7 - In agreement Item #8 - We request that curb, gutter and attached sidewalk be installed per the Conditions Of Approval outlined in the existing Conditional Use Permit and the ACRD Conditions Of Approval. A detached sidewalk would not be consistent with the Phase I portion already completed which stretches all the way from Presidential Street to Venture Street. Item #9 - In agreement FINAL PLAT COMMENTS: Items #1 through #6 - In agreement Please review and share any comments you may have. Thank you for your help and cooperation. Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. cc: Mr. Will Berg - City Clerk, City Of Meridian Mr. Craig Trottier - DDRC Mr. Michael Beck - DDRC August 3, 2000 PFP-00-002 MERIDIAN PLANNING 8, ZONING MEETING August 8, 2000 APPLICANT Developers Diversified/Dakota Company ITEM NO. 10 REQUEST Preliminary / Final Plat for three building lots on 10.99 acres in a I -L zone Southeast corner of Presidential Dr. and Eagle Road at The Meridian Crossroads Center AGENCY COMMENTS CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: 144 INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: Subdivsion Evaluation Sheet See Attached See Attached See Attached See Attached See Attached See Attached dl, OTHER: See attached comments fromSewer Department Contacted: G GNI Date: Phone:``��J-�� Materials presented at public meetings shall become property of the City of Meridian. MEMORANDUM: To: Mayor, City Council, Planning & Zoning From: Bruce Freckleton, Assistant to City Engineer Steve Siddoway, Assistant Planner.._ LEGAL DEPARTMENT (208) 288-2499 - Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208) 887-2211- Fax 887-1297 PLANNING AND ZONING DEPART' (208) 884-5533 - FAX 888-6854 August 2,12000 aigU tV 0 f'11�E'r1.rc.F:, E k Re: Request for Preliminary/Final Plat Approval for Presidential Subdivision By Developers Diversified Realty Corp., c/o Dakota Company, Inc. We have reviewed this submittal and offer the following comments, as conditions of the application. These conditions shall be considered in full, unless expressly modified or deleted by motion of the Meridian City Council: GENERAL COMMENTS 1. Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance 12-4-13. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 2. Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance 9-1-4 and 9-4-8. Wells may be used for non-domestic purposes such as landscape irrigation. 3. Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance 11-13. 4. Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance 11-13-4 and in accordance with Americans with Disabilities Act (ADA) requirements. 5. A drainage plan designed by a State of Idaho licensed architect or engineer is required and shall be submitted to the City Engineer for all off-street parking areas as per City Ordinance 11-13-4.B.4. All site drainage shall be contained and disposed of on-site. 6. Outside lighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Sections 11-13-4.C. and 12-5-2.M. PFP-00.002 Presidential Sub.PFP.dne HUB OFTREASURE VALLEY MAYOR A Good Place to Lave Robert D. Corrie CITY OF MERIDIAN CITY COUNCIL MEMBERS Ron Anderson 33 EAST IDAHO Keith Bird MFYJDIAN, IDAHO 83642 Tammy &Weerd (208) 888-4433 • FAX (208) 887-4813 City Clerk Office Fax (208) 888-4218 Cherie McCandless MEMORANDUM: To: Mayor, City Council, Planning & Zoning From: Bruce Freckleton, Assistant to City Engineer Steve Siddoway, Assistant Planner.._ LEGAL DEPARTMENT (208) 288-2499 - Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208) 887-2211- Fax 887-1297 PLANNING AND ZONING DEPART' (208) 884-5533 - FAX 888-6854 August 2,12000 aigU tV 0 f'11�E'r1.rc.F:, E k Re: Request for Preliminary/Final Plat Approval for Presidential Subdivision By Developers Diversified Realty Corp., c/o Dakota Company, Inc. We have reviewed this submittal and offer the following comments, as conditions of the application. These conditions shall be considered in full, unless expressly modified or deleted by motion of the Meridian City Council: GENERAL COMMENTS 1. Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance 12-4-13. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 2. Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance 9-1-4 and 9-4-8. Wells may be used for non-domestic purposes such as landscape irrigation. 3. Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance 11-13. 4. Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance 11-13-4 and in accordance with Americans with Disabilities Act (ADA) requirements. 5. A drainage plan designed by a State of Idaho licensed architect or engineer is required and shall be submitted to the City Engineer for all off-street parking areas as per City Ordinance 11-13-4.B.4. All site drainage shall be contained and disposed of on-site. 6. Outside lighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Sections 11-13-4.C. and 12-5-2.M. PFP-00.002 Presidential Sub.PFP.dne Mayor, Council and P&Z August 2, 2000 Page 2 7. All signage shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance 11-14. No temporary signage, flags, banners or flashing signs will be permitted. 8. Provide five -foot -wide sidewalks in accordance with City Ordinance 12-5-2.K. 9. All construction shall conform to the requirements of the Americans with Disabilities Act. 10. Please submit a copy of the Ada County Street Name Committee's final approval letter for the Subdivision name, lot and block numbering. Make any corrections necessary to conform. 11. Please respond in writing to all comments contained in this memo by 12:00 noon August 7, 2000, prior to the scheduled meeting of the Meridian Planning and Zoning Commission. PRELIMINARY PLAT COMMENTS Sanitary sewer and water service to this site shall be via main extensions from the existing mains installed as part of the Family Center and Lewis & Clark Middle School projects. 2. An additional common lot shall be added along Eagle Road, Pine Avenue, and adjacent to Crossroads Subdivision to accommodate the required landscape buffers. Twenty (20) feet minimum is required along Eagle Rd as an entryway corridor and to match phase 1 of the Family Center. Twenty (20) feet minimum is required along Pine Ave as an Urban Collector. Twenty (20) feet minimum is also required adjacent to Crossroads Subdivision, as a buffer between incompatible land uses. All buffers are measured from the property line, beyond all future road right-of-way. 3. Two -hundred -fifty- and 100 -watt, high-pressure sodium streetlights will be required at locations designated by the Public Works Department. All streetlights shall be installed at subdivider's expense. 4. Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual must be submitted prior to plan approval. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water. If a creek or well source is not available, a single -point connection to the culinary water system shall be required. If a single -point connection is utilized, the developer shall be responsible for the payment of assessments for the common areas prior to signature on the final plat by the Meridian City Engineer. If City water is proposed as a secondary source, developer shall be responsible to pay water assessments for the entire common open area. PFP-04002 Presidential Sub.PFP.doe Mayor, Council and P&Z August 2, 2000 Page 3 5. Detailed landscape plans for all common lots shall be submitted for review and approval prior to signature on the Final Plat. A letter of credit or cash surety will be required for the improvements prior to City signature on the Final Plat. 6. A six to eight -foot -high, permanent perimeter wall shall be required along the east property line, similar to the wall already in place along Phase 1 of the Family Center. Submit detailed fencing/wall plans for review and approval prior to City signature on the Final Plat. All required walls/fencing is to be in place prior to issuance of building permits. 7. All signage for the subdivision is subject to the requirements placed on the Conditional Use Permit for the Family Center and requires separate permits. 8. Staff requests that the sidewalks along Eagle be detached from the road to create a parkway and then connected to the existing sidewalk location at the edge of the plat. Detached sidewalks will be more comfortable for pedestrians to walk on and will provide a buffer between the pedestrian and traffic on Eagle Road. 9. Submit 10 copies of the revised plat that conforms to these requirements at least one week prior to the public hearing with City Council. Also submit one 8 %2 x 11 legible copy of the revised plat. FINAL PLAT COMMENTS 1. Revise Note 1 to read, "This subdivision is subject to all requirements of the approved Conditional Use Permit." 2. Please add the following final plat notes: (2) Any re -subdivision of this plat shall comply with the applicable zoning regulations in effect at the time of re -subdivision, or as allowed by conditional use. (6) Delete (7) Building setbacks and dimensional standards in this subdivision shall be in compliance with the applicable zoning regulations of the City of Meridian, or as allowed by conditional use. (8) Delete (9) Delete (12) The owner of each lot, across which passes an irrigation/drainage ditch or pipe , is responsible for the maintenance thereof, unless such responsibility is assumed by an irrigation/drainage district. (13) The bottom elevation of structural footings shall be set a minimum of 12 inches above the highest normal ground water elevation. 3. Please clarify the distance calls along the north boundary of Lot 1, Block 1. PFR00.002 Presidential Sub.PFP.doe Mayor, Council and P&Z August 2, 2000 Page 4 4. Assessment fees for water and sewer service are determined during the building plan review process. Applicant shall be required to enter into an Assessment Agreement with the City of Meridian. In addition to these assessments, water and sewer "Late Comers" fees may also be charged against this parcel to help reimburse the parties responsible for installing the water and sewer mains to their current points. 5. The bearing and distance shown on the final plat map for the tie to the east west mid- section line and Pine Street does not match the corresponding call in the Certificate of Owners. Please revise the appropriate call to match. 6. Please execute the Certificate of Owners and its accompanying Acknowledgement. PFP-00.002 Presidential Sub.PFP.doc CENTRAL CENTKAL DISTRICT HEALTH DEPARTMENT C DISTRICT Environmental Health DivisionHEALTH Return to: DEPARTMENT C`� v �-� ❑ Boise Eagle Rezone Rezone # ❑ Garden City Conditional Use # r tide%; �jMeridian P�mina:JKuna ry /_ Final / Sh Plate ❑ ACZ ❑ I. We have No Objections to this Proposal. ❑ 2. We recommend Denial of this Proposal. ❑ 3. Specific knowledge as to the exact type of use must be provided before we can comment on this Proposal. ❑ 4. We will require more data concerning soil conditions on this Proposal before we can comment. ❑ S. Before we can comment concerning individual sewage disposal, we will require more data concerning the depth of: ❑ high seasonal ground water ❑ waste flow characteristics ❑ or bedrock from original grade ❑ other ❑ 6. This office will require a study to assess the impact of nutrients and pathogens to receiving ground waters and/or surface waters. ❑ 7. This project shall be reviewed by the Idaho Department of Water Resources concerning well construction and water availability. 8. After written approval from appropriate entities are submitted, we can approve this proposal for: central sewage ❑ community sewage system ❑ community water well interim sewage central water L1individual sewage Einclvidual water 9. ❑ 13. mn The following plan(s) must be submitted to and approved by the Idaho Department of Health & Welfare Divisi n of Environmental Quality: central sewage ❑ community sewage system ❑ community water ❑ sewage dry lines ar central water Run-off is not to create a mosquito breeding problem. This Department would recommend deferral until high seasonal ground water can be determined if other considerations indicate approval. If restroom facilities are to be installed, then a sewage system MUST be installed to meet Idaho State Sewage Regulations. We will require plans be submitted for a plan review for any: ❑ food establishment ❑ swimming pools or spas ❑ child care center ❑ beverage establishment ❑ grocery store Date: 656 Reviewed By: (DHD 10/91 rcb, rev. 7/97 Review Sheet rft. CENTRAL (( •• DISTRICT �WHLALTH DEPARTMENT MAIN OFFICE • 707 N. ARMSTRONG PL. - SCISE.10 8370d-0825 • (208) 375-142; 1 • .-;X 327.,,500 Tu prevent and treat disease and disability; to promote healthy lifestyles; and dr protect and prooune the health and quality of our environment. STORM WATER MANAGEMENT RECOMMENDATIONS It is recommended that storm water be pre-treated through a grassy Swale prior to discharge to the subsurface to prevent impact to ground water and surface water quality. The engineers and architects involved with the design of this project should obtain current best management practices for storm water disposal and design a storm water management system that is preventing groundwater and surface water degradation. Manuals that could be used for guidance are: State of Idaho Catalog of Stormwater Best Management Practices For Idaho Cities and Counties. Prepared by the Idaho Division of Environmental Quality, July 1997. Stormwater Best !l fanagement Practices Guidebook. Prepared by City of Boise Public Works Department, January 1997. Ado / Boise County Office 7(17,N1, Armsrong Pl. 3oise. 10 33704 Ernaro. Health: 327-7499 Fcmdy Planning: 327.7400 mmunitarions: 327.7450 Senior Nurrrtion: 327.7460 WIC 321.7488 ;:AX 327-85C0 Serving valley, Elmore, Boise, and Ada Counties Ado -WIC Satellite Office Elmore County Office 1606 Pcoert , . 520 E. 8th Street N. Boise, 10 33705 Mountain Home. 10 83641 Ph. 334.3355 Enviro. Health: 581.9225 FAX: 334-3355 Fomily Health: 587.4407 WIC: 587-4409 FAX: 581.3521 Valley County Office 703,N. I;t Street P0. Sox 14-13 McCall. 10 ?3633 Ph. 634-7194 FAX 634.2174 00,111. 10-*% HUB OF TREASURE VALLEY MAYOR A Good Place to Live LEGAL DEPARTMENT Robert D. Come (208) 288-2499 • Fax 288-2501 CITY OF MERIDIAN CITY COUNCIL MEMBERS 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: August 1, 2000 Transmittal Date: July 18, 2000 Hearing Date: August 8, 2000 File No.: PFP-00-002 Request: Preliminary Final Plat for proposed Presidential Subdidvison on 10.99 acres with 3 building lots By: Developers Diversified / Dakota Company Location of Property or Project: Southeast corner of Presidential Dr. and Eagle Road Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, 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 Gen - 26 PP/FP/PFP - 31 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 r Your Concise Remarks: - ') '�' ( ) SLc��C,.�l s �w� fic/��„�tS �; G�.•�!u?.cQ� J�v �'� %,S Y-0 (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: August 1, 2000 Transmittal Date: July 18, 2000 Hearing Date: August 8, 2000 File No.: PFP-00-002 Request: Preliminary Final Plat for proposed Presidential Subdidvison on 10.99 acres with 3 building lots By: Developers Diversified / Dakota Company Location of Property or Project: Southeast corner of Presidential Dr. and Eagle Road Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, 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 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 Gen - 28 PP/FP/PFP - 31 AZ - 27 PXcE1vF.D J U L 2 5 2000 CITY OF MERIDIAN RECEIVED 3 U L 2 4 2000 Meridian City HUB OF TREASURE VALLEY l MAYOR / Robert D. Come A Good Place to Live LEGAL DEPARTMENT CITY OF MERIDIAN (208) 288-2499 • Fax 288-2501 CITY COUNCIL MEMBERS 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: August 1, 2000 Transmittal Date: July 18, 2000 Hearing Date: August 8, 2000 File No.: PFP-00-002 Request: Preliminary Final Plat for proposed Presidential Subdidvison on 10.99 acres with 3 building lots By: Developers Diversified / Dakota Company Location of Property or Project: Southeast corner of Presidential Dr. and Eagle Road Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, 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 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 Gen - 28 PP/FP/PFP - 31 AZ - 27 PXcE1vF.D J U L 2 5 2000 CITY OF MERIDIAN RECEIVED 3 U L 2 4 2000 Meridian City MAYOR HUB OF TREASURE VALLEY .. Robert D. Corrie A Good Place to Live LEGAL DEPARTMENT CITY COUNCIL CITY OF MERIDIAN `208'288-41499L.Fax 288.250' MEMBERS Ron Anderson 33 EAST IDAHO PUBLIC WORKS 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: August 1, 2000 Transmittal Date: July 18, 2000 Hearing Date: August 8, 2000 File No.: PFP-00-002 Request: Preliminary Final Plat for proposed Presidential Subdidvison on 10.99 acres with 3 building lots By: Developers Diversified / Dakota Company Location of Property or Project: Southeast corner of Presidential Dr. and Eagle Road Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, 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 Gen - 26 PP/FPIPFP - 31 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 SUBDIVISION EVALUATION SHEET Proposed Development Name PRESIDENTIAL SUB Date Reviewed Julv 27 2000 File # PFP-00-002 Preliminary Stage Final XXX EngineeNDeveloper QUADRANT/nefer,TA The Street name comments listed below are made by the members of the NAME COMMITTEE (under direction of the Ada County Engineer) re ardADA COUNTY STREET accordance with the Boise City Street Name Ordinance. g ing this development in Th.. r_u__ The above street name comments have been read and approved b f representatives of the ADA COUNTY STREET NAME COMMITTEE. ALL of the si must be secured by the representative or his designee in ord y the ollowing agency officially approved. er for the street names tobe s ADA COUNTY STREET NAME COMMITTEE, AGENCY REP ESENTATI DESIGNEES VES OR Ada County Engineer John Priester� Community Planning Assoc. Linda Ri r � � � � Date 7 Z 7 Ov City of Meridian Date �— � � duzx, MRD Fire District Representative a Date NOTE: A co Datez4�- G py of this evaluation sheet must be presented to the Ada County Engineer a the time of signing the "final plat", otherwise the plat will not be signed 11 _Sub Index t Street Index 3N1E 09 g !1 NUMBERING OF LOTS AND BLOCKS Section TR%SUBSISM_CITY.FRM ----------------z HUB OF TREASURE VALLEY MAYOR A Good Place to Live LEGAL DEPARTMENT Robert D. Come (208) 288-2499 • Fax 288-2501 CITY OF MERIDIAN CITY COUNCIL MEMBERS 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: August 1, 2000 Transmittal Date: July 18, 2000 Hearing Date: August 8, 2000 File No.: PFP-00-002 Request: Preliminary Final Plat for proposed Presidential Subdidvison on 10.99 acres with 3 building lots By: Developers Diversified / Dakota Company Location of Property or Project: Southeast corner of Presidential Dr. and Eagle Road Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro, P/Z Richard Hatcher, P/Z Keith Borup, P/Z Robert Come, 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 Gen - 26 PP/FP/PFP - 31 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 Your Concise Remarks: /11 sent By: *; 208 343 4954; p2 Com., S- a -oma DAKOTA COMPANY, INC. August 07, 2000 Mr. Steve Siddoway Assistant Planner Planning & Zoning Department City of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 AUg-7-00 8:56AM; Page 2/3 WcElvED RE: Presidential Subdivision - Preliminary/Final Application August 02, 2000 Staff Report - Comments Dear Steve: AUG - 7 2000 CITY OF MERIDIAN I would like to offer a few comments regarding the above referenced staff report for the Presidential Subdivision PreW inary/Final Plat application. The numbered items below correlate to the numbers in the star report. Items #I through I I - In agreement. PLAT COMM NT& Item #1 - In agreement Item #2 - We request that no common lot be created for the landscape setback areas along Eagle Road, Pine Street or adjacent to the Crossroads Subdivision. The landscape setback dimensions were already agreed to during the Conditional Use Permit process. The landscape setback area does not require a separate common lot as the entire project is covered by a common area maintenance and cross easement agreement. For the Records East Subdivision Plat the landscape setback areas were designated by a note on the final plat. 1 would like to suggest the same procedure he used for this situation, No common lot is required. Item #3 - In agreement Item #4 - In agreement ■ PhONF (208) 343 5223 FAX (?00) 3434954 380 FAST PARCENTER BJV0 suit[ 100 ROISE. IDAHO 83705 AUG 07 100 09:10 208 343 4954 PAGE.02 sent By: *; 208 343 4954; Aug -7-00 8:57AM; Page 3/3 Mr, Steve Siddoway August 07, 2000 page 2/2 Item #5 - With the landscape setback areas designated as a note on the plat the word "common lots" can be eliminated. We will submit landscape plans for the landscape setback areas prior to signature of the plat. Item #6 - The requirement should read a 6' high concrete block wall be constructed. This is already a Condition Of Approval under the existing Conditional Use Permit. We request that the last sentence be deleted The wall and the landscaping would be installed during the normal construction schedule. The installation would have to be completed prior to issuance of the first Certificate Of Occupancy for the subdivision. Item #7 - In agreement Item #8 - We request that curb, gutter and attached sidewalk be installed per the Conditions Of Approval outlined in the existing Conditional Use Permit and the ACRD Conditions Of Approval. A detached sidewalk would not be consistent with the Phase I portion already completed which stretches all the way from Presidential Street to Venture Street. Item ##9 - In agreement FINAL PIAT COMMFN - Items # 1 through #6 - In agreement Please review and share any comments you may have_ Thank you for your help and cooperation. Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. cc: Mr. Will Berg - City Clerk, City Of Meridian Mr. Craig Trottier - DDRC Mr. Michael Beck - DDRC AUG 07 100 09:10 208 343 4954 PAGE.03 Sent By: *; 208 343 4954; Auq-7-00 8:56Ak4; Page 113 DAKOTA, COMPANY, INC. TELEPHONE: (208) 343-5223 FAX: ( 2 0 8 ) 343-4954 FACSIMILE TRANSMITTAL SHEET FROMr^'�^" cy�o Icy S7 CO NYc C6DATE: � FAX NU!' M, TOTAL NO. OF MAGES INCLUDING COVER: �8',- 3 O URGENT ❑ FOR REVIEW ❑ PLEASE COmASFNT O PLEASE REPLY ❑ PLEASE RECYCLE NOT68/CONOAENTS= C4 f '5w- C/,z (�, 390 E. PARKCENTER BLVD., SUITS loo BOISE, ID 83706 AUG 07 100 09:09 208 343 4954 PAGE.01 ** TX CONFIRMATIUN REPORT ** DATE TIME TO/FROM 04 08/07 11:13 PUBLIC WORKS io-e-oma August 07_2000 Mr. Steve Siddoway Assistant Planner Planning & Zoning Department City of Meridian 200 East Carlton Suite 201 Meridian, Idaho 83642 AS OF AUG 07 '00 11:14 PAGE.01 CITY OF MERIDIAN MODE MIN/SEC PGS CMD# STATUS OF --S 00'36" 003 013 OK F1 .DAKOTA COMPANY, INC. RE: Presidential Subdivision - Preliminary/Final Application August 02, 2000 Staff Report - Comments Dear Steve: pCEIVED AUG - 7 2000 CITY OF MERIDIAN I would like to offer a few comments regarding the above referenced staffreport for the Presidential Subdivision Predminary/Final Plat application. The numbered items below correlate to the numbers in the staff report. GENERAi. r'nMM .h T - Items # 1 through l i - in agreement, Item #1 - In agreement Item #2 - We request that no common lot be created for the landscape setback areas along Eagle Road, Pine Street or adjacent to the Crossroads Subdivision, The landscape setback dimensions were already agreed to during the Conditional Use Permit process. The landscape setback area does not require a separate common lot as the entire project is covered by a common area maintenance and cross easement agreement. For the Records East Subdivision Plat the landscape setback areas were designated by a note on the final plat. 1 would like to suggest the same procedure be used for this situation. No common lot is required. Item #3 - In agreement Item #4 - In agreement 1 NHnNF (206),,4,i 5223 fax ODU) YIda9Sa 380 FAST VAIikCENIER HIVD iU!(t Im ftCISE.IDAHO N706 AUG 07 100 09:10 208 343 4954 PAGE.02 C4"In . 8- g, Oo FPCErVED AUG -) 2000 CITY OF MERIDIAN 1503 FIRST STREET SOUTH NAMPA, IDAHO 83651-4395 FAX # 208-463-0092 Phones: Area Code 208 August 2, 2000 OFFICE: Nampa 466-7861 SHOP: Nampa 466-0663 Will Berg, City Clerk Meridian City Hall 33 East Idaho Meridian, ID 836?2 Re: PFP-00-002 Preliminary Plat for Proposed Presidential Subdivision Dear Commissioners: The Nampa & Meridian Irrigation District requires that a Land Use Change/Site Development application be filed for review prior to final platting. Contact Donna Moore at 466-7861 for further information. All laterals and waste ways must be protected. All municipal surface drainage must be retained on site. If any surface drainage leaves the site, the Nampa & Meridian Irrigation District must review drainage plans. The developer must comply with Idaho Code 31-3805. It is recommended that irrigation water be made available to all developments within the Nampa & Meridian Irrigation District. Sincerely, BiTI Henson, Asst. Water Superintendent NAMPA & MERIDIAN IRRIGATION DISTRICT BH -.din Cc: File — Shop File - Office Water Superintendent APPROXIMATE IRRIGABLE ACRES RIVER FLOW RIGHTS - 23,000 BOISE PROJECT RIGHTS - 40,000 3 August 2000 Steve Sweet Quadrant Consulting 405S.8 1h Street Boise, ID 83702 'p-., 1503 FIRST STREET SOUTH NAMPA, IDAHO 83651-4395 FAX # 208-463-0092 Phones: Area Code 208 OFFICE: Nampa 466-7861 SHOP: Nampa 466-0663 RE: Land Use Change Application — Presidential Subdivision PFP- oo - ooa Dear Mr. Sweet: Enclosed please find a Land Use Change Application for your use to file with the Irrigation District for its review on the above -referenced development. If this development is under a "rush" to be finalized, I would recommend that you submit a cashier's check, money order or cash as payment of the fees in order to speed the process up. If you submit a company or personal check, it must clear the bank before processing the application. Should this development be planning a pressure urban irrigation system that will be owned, operated and maintained by the Irrigation District, I strongly urge you to coordinate with John P. Anderson, Water Superintendent for the Irrigation District, concerning the installation of the pressure system. Enclosed is a questionnaire that you must fill out and return in order to initiate the process of contractual agreements between the owner or developer and the Irrigation District for the ownership, operation and maintenance of the pressure urban irrigation system. If you have any questions concerning this matter, please feel free to call on me at the District's office, or John P. Anderson, at the District's shop. Sincerely, Donna N. Moore, Assistant Secretary/Treasurer cc: File Water Superintendent Hermes Associates, Ltd. Dakota Company, Inc. —Tom Bauwens City of Meridian enc. APPROXIMATE IRRIGABLE ACRES RIVER FLOW RIGHTS 23,000 BOISE PROJECT RIGHTS a0 000 r'-, 10-�- ** TX CONFIRMATLuN REPORT ** AS OF AUG 07 '00 J.3=29 PAGE.01 CITY OF MERIDIAN DATE TIME TO/FROM MCDE MIN/SEC PGS CMD#I STATUS 20 08/07 13:24 2088886854 EC --S 00'37" 002 026 OK 22 08/07 13:29 PUBLIC WORKS OF --S 00'27" 002 026 OK /) � 2 Co�1 P+ � CEzvFT) 8— 8 AUG - 7 2000 CITY OF MERIDIAN *710:04 aat 2)a&14 --r 1503 FIRST STREET SOUTH NAMPA. IDAHO 83651.4395 FAX # 208.463-0092 Phones: Area Code 208 August 2, 2000 OFFICE: Nampa 466.7861 SHOP: Nampa 466-0663 Will Berg, City Clerk Meridian City Hall 33 East Idaho Meridian, ID 83642 Re: PFP-00-002 Preliminary Plat for Proposed Presidential Subdivision Dear Commissioners: The Nampa & Meridian Irrigation District requires that a Land Use Change/Site Development application be filed for review prior to final platting. Contact Donna Moore at 466-7861 for further information. All laterals and waste ways must be protected. All municipal surface drainage must be retained on site. If any surface drainage leaves the site, the Nampa & Meridian Irrigation District must review drainage plans. The developer must comply with Idaho Code 31-3805. It is recommended that irrigation water be made available to all developments within the Nampa & Meridian Irrigation District. Sincerely, 8��1 Hens A� ater Superintendent NAMPA & MERIDIAN IRRIGATION DISTRICT BH:dln Cc: File — Shop File - Office Water Superintendent APPROWATE IRRIGABLE ACRES RIVER FLOW RIGHTS - 23,000 BOISE PROJECT RIGHTS • 40,000 Ddu CoUn1U'_1qiC1'411Uat1 2)iJ Judy Peavey -Derr, President Dave Bivens, Vice President Garden Cit , Marlyss Meyer, Secretary Phone (208) 387-6100 Sherry R. Huber, Commissioner Fax (208) 387-6391 Susan S. Eastlake, Commissioner E-mail: tellus@achd.ada.id.us August 3, 2000 PXcElvED TO: Tom Bauwens AUG - 7 2000 Dakota Company 380 E. Parkcenter Blvd., Suite 100 Boise, ID 83706 SUBJECT: MPFP-00-002 - REVISED Presidential Subdivision s/w/c Presidential Drive & Eagle Road CITY OF MERIDIAN Recently a letter was sent to you regarding Presidential Subdivision, which required this project to comply with a previous file. Please disregard this letter including the attachments. A staff report is being prepared for this project. You will be notified of the Highway District requirements as soon as the report has been completed. If you have any questions, please feel free to contact this office at (208) 387-6170. Sincerely, Anita R. Johnso Administrative Clerk Cc: Planning & Development/Chron/Project File Planning & Development Services --City of Meridian Hermes Associates, Ltd. Developers Diversified Realty Corp. 3300 Enterprise Parkway Beachwood, Ohio 44122 ** TX CONFIRMATIuN REPORT ** AS OF AUG 07 100 13:14 PAGE.01 CITY OF MERIDIAN DATE TIME TO/FROM MODE MIN/SEC PGS CMD# STATUS 18 08/07 13:13 PUBLIC WORKS OF --S 00'12" 001 024 OK 19 08/0? 13:13 2088886854 EC --S 00'22" 001 024 OK Adaount 'iv 4way2)ijtrict -_ Judy Peavey -Derr, President 318 East 37th Street A GAnn Dave Bivens, Vice President Iiy, we „v vv• Marlyss Meyer, Secretary Phone (208) 387-6100 Sherry R. Huber, Commissioner Fax (208) 387-6391 Susan S. Eastlake, Commissioner E-mail: tellus@achd.ada.id.us August 3, 2000 RCEIvElD TO: Tom Bauwens AUG - 7 2000 Dakota Company 380 E. Parkcenter Blvd., Suite 100 CITY OF MEMM Boise, ID 83706 SUBJECT: MPFP-00-002 - REVISED Presidential Subdivision s/w/c Presidential Drive & Eagle Road Recently a letter was sent to you regarding Presidential Subdivision, which required this project to comply with a previous file. Please disregard this letter including the attachments. A staff report is being prepared for this project. You will be notified of the Highway District requirements as soon as the report has been completed. If you have any questions, please feel free to contact this office at (208) 387-6170. Sincerely, Anita R. Johnso Administrative Clerk Cc: Planning & Development/Chron/Project File Planning & Development Services --City of Meridian Hermes Associates, Ltd. Developers Diversified Realty Corp. 3300 Enterprise Parkway Beachwood, Ohio 44122 FILE Corr BEFORE THE CITY COUNCIL OF THE CITY OF MERIDIAN IN THE MATTER OF THE REQUEST FOR PRELIMINARY/FINAL PLAT FOR PRESIDENTIAL SUBDIVISION FOR THREE BUILDING LOTS ON 10.99 ACRES IN AN I -L ZONE, LOCATED AT THE SOUTHEAST CORNER OF PRESIDENTIAL DRIVE AND EAGLE ROAD AT THE MERIDIAN CROSSROADS CENTER, MERIDIAN, IDAHO BY: DEVELOPERS DIVERSIFIED / DAKOTA COMPANY QC 09-13-00 Case No. P/FP-00-002 FINDINGS OF FACT AND CONCLUSIONS OF LAW AND ORDER OF CONDITIONAL APPROVAL OF PRELIMINARY/FINAL PLAT The above entitled matter coming on regularly for public hearing before the City Council on September 5, 2000, and continued until September 13, 2000, and Steve Siddoway, Planner for Planning and Zoning Department, and Bruce Freckleton, Engineering Technician III for Public Works Department, appeared and testified at the hearing, and appearing and testifying was the Applicant, Tom FINDINGS OF FACT AND CONCLUSIONS OF LAW AND ORDER OF CONDITIONAL APPROVAL OF PRELIMINARY/FINAL PLAT - PRESIDENTIAL SUBDIVISION / BY DEVELOPERS DIVERSIFIED / DAKOTA COMPANY (PFP-00-002) - I City of Meridian adopted December 21, 1993, Ordinance No. 629. 3. It is determined that Urban Services can be made available to accommodate the proposed development if the plat complies with the requirements and conditions hereinafter set forth as conditions of preliminary plat approval. 4. The proposed development is a continuity of the proposed development within the City's Capital Improvement Program and if the conditions which are requested by the Planning and Zoning Administrator and the Engineering Technician III are met there will be public financial capability of supporting services for the proposed development. 5. The development, if built in accordance with the conditions and as proposed, will not create health, safety or environmental problems and there have been no specifics of any such concerns brought to the Council's attention. 6. It is found that the Recommendation to City Council of the Planning and Zoning Commission is reasonable and appropriate for the conditions of approval of the preliminary plat as hereinafter set forth. DECISION AND ORDER Pursuant to the City Council's authority as provided in Meridian City Code, Section 12-3-5 and based upon the above and foregoing Findings of Fact which are herein adopted: FINDINGS OF FACT AND CONCLUSIONS OF LAW AND ORDER OF CONDITIONAL APPROVAL OF PRELIMINARY/FINAL PLAT - PRESIDENTIAL SUBDIVISION / BY DEVELOPERS DIVERSIFIED / DAKOTA COMPANY (PFP-00-002) - 3 IT IS HEREBY ORDERED AND THIS DOES ORDER The Final Plat of the applicant as evidenced by "Preliminary Plat Presidential Subdivision, PRE-PLAT3.dwg, 9-7-00, Sheet 1 of 1, Quadrant Consulting, Inc.", submitted for preliminary/final plat. 2. The conditions of Staff comments as set forth in the Memorandum to the Mayor and City Council from Steve Siddoway, Planner for Planning and Zoning, and Bruce Freckleton, Engineering Technician III, dated August 2, 2000, listing 11 General Comments, 9 Preliminary Plat Comments, and 6 Final Plat Comments, a true and correct copy of which is attached hereto marked Exhibit "A", and consisting of four pages, and by this reference incorporated herein, with the additional requirement from the City Council meeting of September 13, 2000, and the requirements as follows, to -wit: 2.1 The City Council, at their September 13, 2000 meeting, additionally requires that the buffer wall be built before any structural building permits are issued. 2.2 Fire Chief, Kenny Bowers, requires that all codes need to be met. All water supplies and hydrants need to be installed and working before construction shall begin. 2.3 The Central District Health Department requires after written approval from the appropriate entities are submitted, they can approve this proposal for central sewage and central water; that plans must be submitted to and approved by the Idaho Department of Health and Welfare, Division of Environmental Quality for central sewage and central water; that run-off is not to create a mosquito breeding problem; FINDINGS OF FACT AND CONCLUSIONS OF LAW AND ORDER OF CONDITIONAL APPROVAL OF PRELIMINARY/FINAL PLAT - PRESIDENTIAL SUBDIVISION / BY DEVELOPERS DIVERSIFIED / DAKOTA COMPANY (PFP-00-002) - 4 and that it was suggested that the stormwater be pretreated through a grassy swale prior to discharge to the subsurface to prevent impact to groundwater and surface water quality; that engineers and architects should obtain current best management practices for stormwater disposal and design a stormwater management system that is preventing groundwater and surface water degradation. Manuals for guidance: 2.3.1 State of Idaho Catalog Of Stormwater Best Management Practices For Idaho Cities And Counties. Prepared by the Idaho Division Of Environmental Quality, July 1997. 2.3.2 Stormwater Best Management Practices Guidebook. Prepared by City of Boise Public Works Department, January 1997. 2.4 The Nampa & Meridian Irrigation District requires all laterals and waste ways be protected. All municipal surface drainage must be retained on site. If any surface drainage leaves the site, Nampa 6z Meridian Irrigation District must review drainage plans. The Developer must comply with I.C. 31-3805. 2.5 The Ada County Highway District in their letter, dated August 3, 2000, Subject: MPFP-00-002- REVISED, stating the staff report shall be prepared f6r the project, when the report has been completed is shall be attached hereto as Exhibit "B", and shall pertain to the conditions of the Ada County Highway District. 2.6 The water line easement shown on the plat on the south boundary may be eliminated since a water main exists in the right-of-way for Pine Avenue. 3. The final plat upon which there is contained the Certification and signature of the City Clerk and the City Engineer verifying that the plat meets the City's requirements shall be signed only at such time as: a. The Plat dimensions are approved by the City Engineer; FINDINGS OF FACT AND CONCLUSIONS OF LAW AND ORDER OF CONDITIONAL APPROVAL OF PRELIMINARY/FINAL PLAT - PRESIDENTIAL SUBDIVISION / BY DEVELOPERS DIVERSIFIED / DAKOTA COMPANY (PFP-00-002) - 5 b. The City Engineer has verified that all off-site improvements are completed and/or the appropriate letter of credit or cash has been issued guaranteeing the completion of off-site and required on-site improvements; and By action of the City Council at its regular meeting held on thet�?h day of L�206 6Z'Z-' , 2000. IM T D. CORRIE Mayor, City of Meridian Copy served upon Applicant, the Planning and Zoning Department, Public Works Department and City Attorney. l _ By• City Clerk Dated: msg/Z:\Work\M\Meridian 15360WresidentialSub PFP002\Pre&Fina1P1atFfC1s Ftrtrt�rrrrriri OKpOR4 SEAL .'9Q T1S'�• ��. FINDINGS OF FACT AND CONCLUSIONS OF LAW AND ORDER OF CONDITIONAL APPROVAL OF PRELIMINARY/FINAL PLAT - PRESIDENTIAL SUBDIVISION / BY DEVELOPERS DIVERSIFIED / DAKOTA COMPANY (PFP-00-002) Ir. , Council and P&Z ugust 2, 2000 All signage shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance 11-14. No temporary signage, flags, banners or flashing signs will be permitted. 8. Provide five -foot -wide sidewalks in accordance with City Ordinance 12-5-2.K 9. All construction shall conform to the requirements of the Americans with Disabilities Act. 10. Please submit a copy of the Ada County Street Name Committee's final approval letter for the Subdivision name, lot and block numbering. Make any corrections necessary to conform 11. Please respond in writing to all comments contained in this memo by 12:00 noon August 7, 2000, prior to the scheduled meeting of the Meridian Planning and Zoning Commission. PRELIMINARY PLAT COMMENTS I. Sanitary sewer and water service to this site shall be via main extensions from the existing mains installed as part of the Family Center and Lewis & Clark Middle School projects. 2. An additional common lot shall be added along Eagle Road, Pine Avenue, and adjacent to Crossroads Subdivision to accommodate the required landscape buffers. Twenty (20) feet minimum is required along Eagle Rd as an entryway corridor and to match phase 1 of the Family Center. Twenty (20) feet minimum is required along Pine Ave as an Urban Collector. Twenty (20) feet minimum is also required adjacent to Crossroads Subdivision, as a buffer between incompatible land uses. All buffers are measured from the property line, beyond all future road right-of-way. 3. Two -hundred -fifty- and 100 -watt, high-pressure sodium streetlights will be required at locations designated by the Public Works Department. All streetlights shall be installed at subdivider's expense. 4. Applicant has not indicated whether the pressurized irrigation system within this development is to be owned and maintained by an association or the Nampa & Meridian Irrigation District. If the system is being proposed as a private system, plans and specifications for the irrigation system shall be reviewed by the Public Works Department as part of the development plan review process. A draft copy of the pressurized irrigation system O&M manual must be submitted prior to plan approval. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water. If a creek or well source is not available, a single -point connection to the culinary water system shall be required. If a single -point connection is utilized, the developer shall be responsible for the payment of assessments for the common areas prior to signature on the final plat by the Meridian City Engineer. If City water is proposed as a secondary source, developer shall be responsible to pay water assessments for the entire common open area. PP ak06*/ "f! 0C.. Pradmu.lSub. "Am council and`P&Z Z. 2000 fled landscape plans for all common lots shall be submitted for review and approval to signature on the Final Plat. A letter of credit or cash surety will be required for the ovements prior to City signature on the Final Plat. : to eight -foot -high, permanent perimeter wall shall be required along the east property similar to the wall already in place along Phase 1 of the Family Center. Submit detailed fencing/wall plans for review and approval prior to City signature on the Final Plat. All required walls/fencing is to be in place prior to issuance of building permits. 7. All signage for the subdivision is subject to the requirements placed on the Conditional Use Permit for the Family Center and requires separate permits. 8. Staff requests that the sidewalks along Eagle be detached from the road to create a parkway and then connected to the existing sidewalk location at the edge of the plat. Detached sidewalks will be more comfortable for pedestrians to walk on and will provide a buffer between the pedestrian and traffic on Eagle Road. 9. Submit 10 copies of the revised plat that conforms to these requirements at least one week prior to the public hearing with City Council. Also submit one 8 %Z x 11 legible copy of the revised plat. FINAL PLAT COMMENTS 1. Revise Note 1 to read, "This subdivision is subject to all requirements of the approved Conditional Use Permit." 2. Please add the following final plat notes: (2) Any re -subdivision of this plat shall comply with the applicable zoning regulations in effect at the time of re -subdivision, or as allowed by conditional use. (6) Delete (7) Building setbacks and dimensional standards in this subdivision shall be in compliance with the applicable zoning regulations of the City of Meridian, or as allowed by conditional use. (8) Delete (9) Delete (12) The owner of each lot, across which passes an irrigation/drainage ditch or pipe , is responsible for the maintenance thereof, unless such responsibility is assumed by an irrigation/drainage district. (13) The bottom elevation of structural footings shall be set a minimum of 12 inches above the highest normal ground water elevation. 3. Please clarify the distance calls along the north boundary of Lot 1, Block 1. "P -OD -M ExA;b:/ i9 :i Presidential SubPFP.doc iI'—*- and P&Z 'e 4 FF4. Assessment fees for water and sewer service are determined during the building 'plan review process. Applicant shall be required to enter into an Assessment Agreement with the City of Meridian. In addition to these assessments, water and sewer "Late Comers" fees may also be charged against this parcel to help reimburse the parties responsible for installing the water and sewer mains to their current points. 5. The bearing and distance shown on the final plat map for the tie to the east west mid- section line and Pine Street does not match the corresponding call in the Certificate of Owners. Please revise the appropriate call to match. 6. Please execute the Certificate of Owners and its accompanying Acknowledgement. PFP-00-= 4FXA*t;V Presidential Sub.PRA" w 1•LAYOR Iz-rbe i D. Carne Y COUNCIL MEMBERS Roa Anderson K6th Bird Tammy deWeerd Gine McCandless MEMORANDUM: A Good Place ro Uvvem 33 EAST IDAHO MERIDIAN, IDAHO 83642 ('AS) 888-4433 • FAX (308) 887-4813 Gly Clerk Offim Fax (_08) 888-4218 To: Mayor, City Council, Planning & Zoning From: Bruce Freckleton, Assistant to City Engineer" Steve Siddoway, Assistant Planner LEGAL DEPARMNIENT (208) 2SS-2499 • Fu 288•25ol PUBLIC WORIG BUILDING DEP_�IRTMENT (_08) 887-2211 - Fat 887-12'97 PLANNING AND ZONING DEP_9IrIi MNr (208) 884-5533 - FAZ 888--6854 August 2. ?000 Re: Request for Preliminary/Final Plat Approval for Presidential Subdivision By Developers Diversified Realty Corp., c/o Dakota Company, Inc. We have reviewed this submittal and offer the following comments, as conditions of the application. These conditions shall be considered in full, unless expressly modified or deleted by motion of the Meridian City Council: GENERAL COMMENTS L Any existing irrigation/drainage ditches crossing the property to be included in this project shall be tiled per City Ordinance 12-4-13. Plans will need to be approved by the appropriate irrigation/drainage district, with written confirmation of said approval submitted to the Public Works Department. No variances have been requested for tiling of any ditches crossing this project. 2. Any existing domestic wells and/or septic systems within this project will have to be removed from their domestic service per City Ordinance 9-1-4 and 9-4-8. Wells may be used for non-domestic purposes such as landscape irrigation. 3. Off-street parking shall be provided in accordance with City of Meridian Zoning and Development Ordinance 11-13. 4. Paving and striping shall be in accordance with the standards set forth in the City of Meridian Zoning and Development Ordinance 11-13-4 and in accordance with Americans with Disabilities Act (ADA) requirements. 5. A drainage plan designed by a State of Idaho licensed architect or engineer is required and shall be submitted to the City Engineer for all off-street parking areas as per City Ordinance 11-13-4.B.4. All site drainage shall be contained and disposed of on-site. 6. Outside fighting shall be designed and placed so as not to direct illumination on any nearby residential areas and in accordance with City Ordinance Sections 11-13-4.C. and 12-5-2.M. P"-00. 2 cy- /t'%'&/ V;Iv / Pr=wknt sl Sub -PRAM September 28, 2000 PFP 00-002 MERIDIAN CITY COUNCIL MEETING October 3, 2000 APPLICANT Developers Diversified / Dakota Company ITEM NO. T REQUEST Request for Preliminary / Final Plat for proposed Presidential Subdivision with three building lots on 10.99 acres in an I -L zone - SE corner of Presidential Drive and Eagle Road at the Meridian Crossroads Center AGENCY CITY CLERK: CITY ENGINEER: CITY PLANNING DIRECTOR: CITY ATTORNEY CITY POLICE DEPT: CITY FIRE DEPT: CITY BUILDING DEPT: CITY WATER DEPT: CITY SEWER DEPT: MERIDIAN SCHOOL DISTRICT: MERIDIAN POST OFFICE: ADA COUNTY HIGHWAY DISTRICT: ADA COUNTY HIGHWAY DISTRICT: CENTRAL DISTRICT HEALTH: NAMPA MERIDIAN IRRIGATION: SETTLERS IRRIGATION: IDAHO POWER: US WEST: INTERMOUNTAIN GAS: BUREAU OF RECLAMATION: OTHER: See attached from fha neiL- rn 1 e%n-% Contacted: VrI' R,t,r.-yy vL� Date: COMMENTS See attached Findings Phone: Zi szl??� Materials presented at public meetings shall become property of the City of Meridian. AON interoffice MEMORANDUM a FEc-ElvIED To: From: Subject: File No. Date: William G. Berg, Jr. Wm. F. Nicho SEP 2 0 2000 CITY OF MERIDIAN Presidential Subdivision By: Developers Diversified / Dakota Company PFP-00-002 September 18, 2000 Will: Regarding the above referenced matter, please find enclosed the original of the FINDINGS OF FACT AND CONCLUSIONS OF LAW AND ORDER OF CONDITIONAL APPROVAL OF PRELIMINARY/FINAL PLAT for approval and signature by the Mayor and yourself. Please serve a conformed copy of the FINDINGS upon the applicant, with a Certificate of Service in the file, and conformed copies to the Planning and Zoning Department, Public Worlcs, and the City Attorney. If you have any questions please give me a call. Ey/ZAWork\N1\Meridian 15360M\PresidentialSub PFP002\BergPFP091800.Ltr Meridian City Council Meeting September 13, 2000 The special City Council Meeting of the Meridian City Council was called to order by Mayor Robert D. Corrie on Wednesday, September 13, 2000 at 7:30 P.M. Members Present: Robert D. Corrie, Tammy de Weerd:, Ron Anderson, Keith Bird. Members Absent: Cherie McCandless. Others Present: Bruce Freckleton, Steve Siddoway, Dave Bowman, Shelby Ugarriza. Corrie: Okay. I'll open the Meridian City Council's Special Meeting, September 13, 2000 at 7:30 P.M. at 6:30 and we'll have roll -call vote. Item 5. Continued Public Hearing: Proposed changes to the Landscape Ordinance by the City of Meridian: Item 6. Tabled from September 5, 2000: FP 00-017 Request for Final Plat approval of 3 building lots on approximately 18 acres for proposed Worden Subdivision currently in an Ada County RT zone by Randy and Linnea Worden — Amity and South Locust Grove: Corrie: Okay, all here but Cherie McCandless. Council, there has been a request from the Planning and Zoning that we move Item 6 to Item 5 and Item 5 down to Item 6 so that the Warden Subdivision doesn't have to sit here. They don't waste too with the Landscaping Ordinance. Is that — anybody object to that? De Weerd: No. Bird: No. Item 1. Continued Public Hearing: PFP 00-002 Request for preliminary / final plat approval for proposed alwlmfwj SUbdivisilon by Developers Diversified / Dakota Company with three building lots on 10.99 acres in an I -L zone — southeast corner of Presidential Drive and Eagle Road at the Meridian Crossroads Center Corrie: So be it. And now, open Item no. 1 which is a Continued Public Hearing, request for preliminary and final plat approval for proposed Presidential subdivision by Developers Diversified / Dakota Company with three building lots on 10.99 acres in an I -L zone — southeast corner of Presidential Drive and Eagle Meridian City Council Meetin;. September 13, 2000 Page 2 Siddoway: Mr. Mayor, members of the Council. In front of you on the board is a vicinity map just to orient you with the project. It's an extension of the family center now known as the Crossroads Shopping Center at the intersection of Fairview and Eagle. The proposed subdivision is on the south side of Presidential Drive which gets its name and this would be the Pine Street Extension — still a dirt road not yet constructed on the south of it. This is Crossroads Subdivision to its east. The application is for the combination of a preliminary plat and a final plat combined. These are some site photos taken out at the site. The left photo is taken basically from the intersection of that Pine Street Extension. Looking north, you can see the part of the Family Center Development in the background that's currently being constructed, as well as some of the signs along Eagle Road. Turning and just looking a little farther to the northeast, you can see the Crossroads Subdivision and the property in the floor ground here is part of the application tonight. This is turning and looking nearly due east. Along that Pine Street Extension, you can see the Crossroads Subdivision here on the left. The Middle School property — the new Lewis and Clark Middle School is in this location right here on the south side of the Pine Street Extension. The applicant has submitted a revised plat as per the motion of the Planning and Zoning Commission. They have complied with the motion that the Planning and Zoning Commission made. With it, I would ask that the 20 foot landscape setbacks that are now noted as a note on the plat also be depicted graphically on the face of the plat. The only outstanding issue on this project from the Planning and Zoning Perspective that I know of is that the wall along the Crossroads Subdivision — the staff comments and the motion of the Planning and Zoning Commission state that it is to be constructed prior to issuance of building permits. The applicant has suggested that the wall be required prior to the first Certificate of Occupancy. It's our position that those — the neighbors in the Crossroads Subdivision should have the wall prior to construction beginning and that it should be prior to the Building Permits. There is one other minor issue dealing with the Water Easement that I'll turn over to Bruce Freckleton. Freckleton: Mr. Mayor, members of the Council. At the time Crossroads Middle School was constructed, a water main was extended down what was shown as a dirt road off of Eagle Road. At that point in time, there was coordination with Quadrant Engineers to extend water in two locations to the north end into the proposed subdivision site. In the plat, they show an easement that runs east and west down along that southern end for the connection of an eight inch water main and it's not needed since that water main can simply tie into the two locations that were provided in the construction of the water main in Pine, so that's pretty minor modification but I did want to clarify that. That is all. Corrie: Is the developer or the representative here this evening? Meridian City Council Meetin5 September 13, 2000 Page 3 Bauwens: Good evening. My name is Tom Bauwens with Dakota Company, 380 East Park Center Boulevard, Boise, 83706. I'd just like to refresh everybody's memory a little bit about the project and where we're at what this application is this evening. The site plan over on the easel to my right is a composite of the entire project as it is today. Wal-Mart is over on the upper right corner. The Shopko / Old Navy complex wrapping around those buildings are about ready to open. Shepler's is now open. Just to kind of give you an orientation, Texas Roadhouse is here. The IHOP is now under construction on this pad right here. Applebee's is here. Arby's was approved here. Carl's Jr. is here. Old Navy, Bed Bath and Beyond, Shepler's, Shopko and the Wal-Mart is here. We have nothing in the works on these areas right here. The subdivision in question is this parcel of approximately 11 acres down here which has always been included in the project. We've put in a subdivision plat to create two one - acre each out parcels in each corner. Presidential Drive has already been improved for ACHD's requirements at this time. I'd like to bring everybody's attention to where we're at with the Highway District in regards to the required improvements to the Fairview Eagle intersection and also on the Pine Road Extension. Yesterday we had a review meeting with the Highway Department over the 75 percent complete drawings for this intersection rebuilt. We're making the review comments from the Highway District. I anticipate that that project will be ready to go out for bids probably around Thanksgiving. We have a Development Agreement in place with the Highway District on the sharing ratios. We intend to start on that project hopefully at this year — the way this public bidding process so — That work is well underway. As far as Pine Street, there is a Development Agreement and a cost-sharing ratio has been signed by both the Highway District and ourselves. The design work is underway for Pine Street. The thirty five percent drawings will be turned into the Highway District this week. It includes a signal at Pine Street. The Highway District is going to contribute the signal. We are sharing the cost of constructing Pine Street. So design work is underway on both of those and this intersection will proceed this. This will be probably be started in February or March time frame. I really had no further comments to the position statement letter that I believe is in your packets. The only question that we now have is — Steve mentioned graphically showing the twenty -foot setback on the plat which I would have no problem with doing. I would only mention that on the record, the subdivision we did not do that. It was just a note but if you prefer a dash line on there we can certainly do that. As far as the timing of the wall construction, we either again request that the wall construction be tied to the first Certificate of Occupancy as opposed to the — prior to the issuance of the first Building Permit or that we be allowed to bond for that as part of the landscaping improvements to get the plat signed and recorded. As far as Bruce Freckleton's comment on the not needed water easement, he's entirely correct. They did provide stubs off of the Pine Street Water Extension. And we'd certainly delete that. It's not necessary. We don't need to provide it. Are there any questions? Bird: I have none. "o-, Meridian City Council MeetinL September 13, 2000 Page 4 Corrie: Okay. Thank you. I just wondered if the public would like to issue testimony in this request for Preliminary and Final Plat. Hearing none. I don't think there's any rebuttal that needs to be done by the developer anyway. Council, is there any questions? Go ahead, Mr. Anderson. Anderson: Mr. Mayor, I would move that we close the public hearing. Bird: Second. Corrie: Motion made and seconded to close the public hearing. Any further discussion? Hearing none, all those in favor of the motion say aye. MOTION CARRIED: THREE AYES, ONE ABSENT. Corrie: Council, discussion or questions? Okay. Anderson: Mr. Mayor. Corrie: Mr. Anderson. Anderson: I just had one comment on the request to postpone the wall between the subdivision and the developer I think we've heard time in and time out from citizens that part of the reason why they want that wall prior to the construction — it's due to all the construction waste that blows into their properties. My thinking is that that's probably a good idea to get that started early on in the project and not wait until the Certificate of Occupancy on the first one. Corrie: Further discussion on that? Bird: I have none. Corrie: Okay. I agree. Any other discussion? I'll entertain a motion on the request for Preliminary Plat and Final Plat. Anderson: Mr. Mayor. Corrie: Mr. Anderson. Anderson: I would then make a motion that we instruct the City Attorney to prepare Findings of Facts and Conclusions of Law and Decision of Order for approval of the Preliminary and Final Plat for the Presidential Subdivision by the Developer's Diversified Dakota Company for three building lots on 10.99 acres subject to staff comments. Corrie: And staff comments. ,•-. Meridian City Council Meetinc ,.t September 13, 2000 Page 5 Bird: What about the wall? Anderson: And excluding the developer's request for postponing that wall until the Certificate of Occupancy — I think that that should be done with the start of the project. Bird: Before building permits. Anderson: Before building permits. De Weerd: Second. Corrie: Motion made and seconded to approve the Final and Preliminary Plat of the Crossroads 10.99 acres with the comments of staff included and also to have the wall built before the issuance of a building permit. Any further discussion? Anderson: Mr. Mayor. Corrie: Mr. Anderson. Anderson: I guess that kind of makes me think of a point of discussion is how can they build the wall without a building permit when they have to have that to start construction on the wall. Corrie: Oh — before they have the issuance of home building permits? Anderson: Well, I guess a building permit on that property — You'd think you have to have that before you could even start building the wall. Bird: That's true. Siddoway: He'd be specific to structural buildings — structural permits. Corrie: Structural — okay. That's what I anticipated. Mr. Attorney, do you got that one? All right. Any further discussion? Hearing none. Roll -call vote please. Roll -call: Bird, aye; De Weerd; Anderson, aye; McCandless, absent. MOTION CARRIED: THREE AYES, ONE ABSENT. Item 2. Continued Public Hearing: VAR 00-020 Request for a variance for the reduction of landscaping requirements to allow new construction site to match existing and as typical for the area and subdivision for Seven Gates by Darol Forsythe / Seven Gates 0...�-r.. uirHWAY DIST•CT ^ ADA COU 141d Development Division Planning a ---,+ Annlication Report -ent [=:,;44ca:11a:(CoUn1'q,Wj 4 e fo waV bi', Ii,t Judv Peavev-Derr Praciriant Dave Bivens, Vice 31 b Last 37th Street President Marlyss Meyer, Secretary Garden City, Idaho 83714-6499 Sherry R. Huber, Commissioner Phone (208) 387-6100Fax (208) 387-6391 Susan S. Eastlake, Commissioner E-mail: tellus@achd.ada.id.us August 1, 2000 FCS" TO: Tom Bauwens lii;rr Dakota Company, Inc. 380 E. Parkcenter Blvd., Suite 100 'ty orAlen"''` Boise, ID 83706 SUBJECT: MPFP-00-002 Presidential Subdivision s/w/c Presidential Drive & Eagle Road On September 23, 1998, the Ada County Highway District Commissioners acted on MCU -178-98 Meridian Family Center. The conditions and requirements also apply to MPFP-00-002. If you have any questions, please feel free to contact this office at (208) 387-6177. Sincerely, Penelope L. Constantikes Development Analyst Cc: Planning & Develop me nt/C h ron/P roject File Planning & Development Services --City of Meridian Hermes Associates, Ltd. 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HHHIHHHHHHHHI UHHH}HHHHfHHHfHfM ° �HHHHHfHHHfHHHHHHHHHI �i; r �HHNH{HfHHfHffHHHHHHJ HHHHHHHHHHH Far, O �-�CC YII IIIIIIIIIIIIIIIIIIII II an � �akr, i NN 77In ° ' ,w NHHHHH�HHRIHHHHHHHHH] ° �mHfHHHHHHHHHHHHHHHI #611111 HiffliH ° �HHHHHHHHH) dirt HRHHHHHHHHHfIU O v• �ll(Illlllln �In RIfTIRTIIiNU �Hw ° � �HHHHHHHH - o- j HHIIHH�HH}H{H}HHii1�Y 1 I �: r ,� ; ° IHHtHfkf4ffff}fff4f}HI�I �HH}4{}HHHH� �if}HHHH � � — �-:� �+HH+H+++}+Hw �Hf►++HHH�H�+H++HiH I i �------ � �ffH}iHH1fHf{! �IflfffHlffHN •, r ' Al ° --� •> �HHfHHHHHH �HHHHfHHHHHHf� �H+HH+H++HH� �H►+{H+HH odor d"iq- aalr. yw,,. r-�msRw Ili Z Facts and Findings: A. General Information 1. General Data Owner - - Developers Diversified Realty Corporation Diversified Realty Corporation care of the Dakota Company Inc. Applicant - Developers I -L - Existing zoning I -L - Requested zoning 74.74 - 2 - Acres Proposed building lots 0 - Proposed dwelling units 848,000- Total square feet of proposed building 0 - Square feet of existing building 1,000± - Total lineal feet of proposed public streets 145- Traffic Analysis Zone JAZ) West Ada - Impact Fee Benefit Zone Western Cities - Impact Fee Assessment District 2. Effected Streets agte Ro^d ; c+-_+tc�av 551 Principal arterial Traffic count 27,564 on 10/97, peak hour count on 9/8/98 = 2801 vph s/o Fairview Avenue 2,600 -feet of frontage 140 -feet existing right-of-way (70 -feet from section line) Comply with ITD requirements Eagle Road is improved with a 78 feet of pavement with five travel lanes and no curb, gutter or sidewalk. Eagle Road is State Highway 55 and is under the jurisdiction of the Idaho Transportation Department (ITD) Fairview Avenue Principal arterial Traffic count 21,900 on 10/97, peak hour count on 9/8/98 = 2026 vph e/o Eagle Road 2,600 -feet of frontage 100 to 108 -feet existing right-of-way (50 to 54 -feet from section line) 120 to 132 -feet required right-of-way (60 to 66 -feet from section line) Fairview Avenue is improved with a 68 feet of pavement with five travel lanes and no curb, gutter or sidewalk. Pine Avenue Collector street with bike lane designation No traffic count available (this roadway segment is not open) 650 -feet of frontage 0 -feet existing right-of-way 90 to 96 -feet required right-of-way (45 to 48 -feet from mid-section line) The right-of-way for this segment of Pine Avenue has not been dedicated nor has it been constructed. Construction of this segment of Pine Avenue between Eagle Road and MCU 1798.COM Page 2 r OL Cloverdale Road is included in the current Five Year Work Program, to be completed in FY 2002. Continued and extensive development within the area may accelerate the need for this segment of Pine Avenue. Presidential Drive Local commercial street with no bike lane designation Traffic count 1, 178 on 12/4/96 700 -feet of frontage 69 -feet existing right-of-way (34.5 -feet from centerline) No additional right-of-way required Presidential Drive is constructed as two 14 -foot roadways separated by a 14 -foot median island. The roadway has curb, gutter and sidewalk on both sides of the street. This roadway segment was platted and constructed as part of the Crossroads Subdivision. Records Drive Local commercial street with no bike lane designation Traffic count not available 800 -feet of frontage No existing right-of-way 60 to 76 -feet required right-of-way (30 to 38 -feet from the future centerline) Records Drive has not yet been constructed between Fairview Avenue and the Crossroads Subdivision. A paved, but temporary access has been constructed as a secondary access to the residential development. This access is temporary until the current application constructs the final segment. 3. Application Chronology: June 22, 1998 - Traffic Impact Study (TIS) received. June 28 - District staff met with developer's traffic engineer. June 29 - Application referred from Meridian. July 8 - ITD requests additional traffic analysis from traffic engineer. July 9 - ACHD staff requests additional traffic analysis from traffic engineer. July 25 - Supplemental TIS received by ACHD staff. August 2 - District staff requests more in-depth analysis of selected data from traffic engineer. August 5 - Second supplemental TIS received by ACHD staff. August 7 - ACHD contracts with a separate traffic consultant to conduct an independent review of the development and staffs conclusions. August 11 - Meridian Planning and Zoning Commission public hearing. District staff requests deferral for completion of District findings and action. August 20 - Second traffic consultant's report received by ACHD. August 21 - ACHD in-house technical review meeting with developer and his engineer. August 28 - ACHD staff met with developer and his traffic engineer to discuss staff comments. September 4 - Second in-house technical review meeting, discussed preliminary staff report. September 8 - Meridian Planning and Zoning Commission met and deferred application to September 24 to review ACHD Commission action and findings of noise consultant required by Planning and Zoning Commission. September 16 - ACHD staff DRAFT report completed and delivered to Commission, the applicant and the public. September 23 - Application acted on by the ACHD Commission. MCU1798.COM Page 3 r a B. Utility street cuts in new pavement less than five years old are not allowed unless approved in writing by the District. Contact Construction Services at 387-6280 (with file numbers) for details. C. Eagle Road (State Highway 55) is under the jurisdiction of Idaho Transportation Department (ITD). Application materials should be submitted to ITD for review and requirements of that Department and the applicant should submit to the District a letter from ITD regarding said requirements prior to District approval of the final plat or issuance of a building permit (or other required permits), whichever occurs first. The applicant may contact District III Traffic Engineer Lance Johnson at 334-8340. D. Eagle Road traffic volumes have increased an average of 16% over the last seven years. Traffic has increased an average of 20% over the last four years. The APA model assumes a 4% annual growth rate until the Year 2015. While it is unlikely that the 20% growth rate will be maintained, the APA forecast is likely low, based on observed development rates and counts. E. District staff requested an extensive traffic impact study summary for this project because: 1. the proposed development exceeded the District's threshold for commercial developments, 2. concern about the impact of the development on traffic accessibility to Eagle Road and Fairview Avenue, and 3. concern about the operation of the Eagle/Fairview intersection. F. ACHD staff and Idaho Transportation Department (ITD) staff reviewed the submitted DRAFT traffic analysis prepared by Dobie Engineering Inc. Both agencies responded with lengthy review letters and requests for additional data. An addendum was submitted by the applicant's consultant. Both ITD and ACHD staffs reviewed the addendum and requested more in-depth analysis by a second set of review letters. A second addendum was submitted by the applicant's consultant. Evaluation of the traffic analysis summary and supplemental field analysis by staff provided the following information: 1. The proposed project is estimated to generate 26,950 total daily vehicle trips. The actual additional traffic volume added to the street system is approximately 20,000 daily vehicle trips because of passby trips already on the adjacent roadways. 2. The proposed project is estimated to generate 2,570 total peak hour vehicle trips., adding approximately 1,750 to 2,020 peak hour vehicle trips to the external trip network because of passby trips already on the adjacent roadways. 3. The anticipated 2,570 peak hour vehicle trips are the result a trip rate of 3.03 peak hour vehicle trips per 1,000 square feet of floor area. This number is in compliance with the data provided by the Institute of Transportation Engineers (ITE). District staff completed peak hour traffic counts at two smaller local shopping centers. The observed numbers matched the ITE data for a similar sized shopping center. Staff therefore accepts the submitted figures for peak hour trip generation. 4. The project site was originally reviewed as a retail center site in 1995 as part of the Crossroad Subdivision Traffic Analysis. The residential component of this site was approved and is currently under construction. The current forecast trip generation from the commercial component of this site is consistent with the assumptions from the original (1995) study. 5. The submitted site plan shows several driveways on Pine Avenue, Eagle Road and Fairview Avenue. 6. Pine Avenue is a designated collector road. There is no right-of-way east of Eagle Road. A portion of the Pine Avenue roadway has been constructed and dedicated MCU1798.COM Page 4 a west of Eagle Road. The submitted traffic analysis assumed that the Pine/Eagle intersection will be signalized. 7. Presidential Drive is a public street and designated as a local road. The analysis assumed that the Presidential/Eagle intersection will be STOP controlled on the Presidential Drive approach. 8. Florence Street is a local public street west of Eagle Road. The applicant is proposing to construct a private driveway into the development opposite Florence Street. 9. Eagle Road is an access controlled roadway under the jurisdiction of ITD. Two access points were deeded to this parcel by ITD. The applicant is proposing three access points (including Pine Avenue). Presidential Drive is the only access point which has been constructed at this time. 10. Pine Avenue is a future public roadway. It is scheduled for construction between Eagle and Cloverdale Road in FY 2000. ACHD has already obtained an access permit from ITD to construct the Pine Avenue intersection with Eagle Road. 11. Records Drive is currently a private street from Fairview Avenue to the Crossroads Subdivision but will be dedicated as a public street and designated as a local commercial road with this application. The analysis assumed that the Records/Fairview intersection will be signal controlled. 12. In addition to Records Drive, there are four other proposed driveways on Fairview Avenue. The western -most driveway (Driveway A on the attached map) is proposed for right-on/right-out operation. The other three driveways meet District policy for full access operation. Current District policy allows a maximum of three access points for one frontage. Staff supports a variance to allow the fourth driveway (and a public street) because of the great length of frontage (one-half mile) and the high volume of traffic to be accommodated. 13. Both Eagle Road and Fairview Avenue are principal arterials. As such, Level of Service (LOS) E is an acceptable condition for the intersections on both roadways. 14. Both Eagle Road and Fairview Avenue are five lane facilities abutting the project site with free right -turn lanes on all legs of the intersection. 15. The Eagle Road Access Study (1997) recommends allowing only two access points to Eagle Road between Pine Avenue and Fairview Avenue. These two access points would be restricted to right-in/right-out operation as Eagle Road traffic volumes increased and would be eliminated entirely in future stages of the plan's implementation for Eagle Road. 16. The Eagle Road Access Study recommended a future grade separated interchange for the Eagle/Fairview intersection. 17. The current APA model assumes an average annual increase of traffic on Eagle Road of 4%. The observed traffic increases have averaged 20% per year over the last four years. 18. The Eagle/Fairview intersection currently operates at LOS D. 19. The Eagle/Fairview intersection will operate at LOS F with the existing geometry and the "existing plus project" traffic volumes. The intersection can be made to operate at an acceptable LOS E condition with the provisions of dual left turn lanes and free right turn lanes on all approaches. This change will require moving at least two signal poles and adding pavement as well as restriping. The signals currently provide pedestrian actuated movement across Fairview Avenue and Eagle Road, and this provision for pedestrians must be maintained after any modifications to the intersection. 20. The Eagle/Pine intersection will operate at LOS E with the 'existing plus project" traffic volumes. The intersection will require dual left turn lanes on all approaches. 21. The Fairview/Records intersection will operate at LOS E with the existing plus project traffic volumes. The intersection will require signalization and dual left turn lanes on all approaches in order to maintain a good LOS. Staff recommends that two northbound left -turn lanes be constructed on-site by the developer, with a signal installed MCU1798.COM Page 5 r-. Ada Cottn1vj4iq4waq 2)ijtrict Judy redvey-uerr, President 318 East 37th Street Dave Bivens, Vice President Garden City, Idaho 83714-6499 Marlyss Meyer, Secretary Phone (208) 387-6100 Sherry R. Huber, Commissioner Fax (208) 387-6391 Susan S. Eastlake, Commissioner E-mail: tellus@achd.ada.id.us August 1, 2000 tFCEIVL TO: Tom Bauwens ("Ok 0 Dakota Company, Inc. (pity of Vit; b i 380 E. Parkcenter Blvd., Suite 100 City Cts• Boise, ID 83706 SUBJECT: MPFP-00-002 Presidential Subdivision s/w/c Presidential Drive & Eagle Road On September 23, 1998, the Ada County Highway District Commissioners acted on MCU -178-98 Meridian Family Center. The conditions and requirements also apply to MPFP-00-002. If you have any questions, please feel free to contact this office at (208) 387-6177. Sincerely, V' 444�4 Penelope L. Constantikes Development Analyst Cc: Planning & Development/Chron/Project File Planning & Development Services --City of Meridian Hermes Associates, Ltd. Developers Diversified Realty Corp. 3300 Enterprise Parkway Beachwood, Ohio 44122 appropriately to accommodate future dual left -turn lanes on Fairview Avenue to be constructed by the District when needed. 22. The remaining, unsignalized, full access site driveways will operate similar to right- in/right-out facilities. The through traffic volumes on both streets are so high that there will be few opportunities for left -turns at any of the non -signalized intersections. These driveways will operate at an acceptable LOS E or better for outbound left turns and inbound left turns MLy if the signalized intersections are constructed as shown above. The demand for left turns at the unsignalized intersections far exceeds the available capacity. These intersections only function acceptably because the excess traffic can be diverted to a signalized intersections at Pine Avenue and Records Drive. This condition is caused by a combination of high traffic volumes on the arterial streets and at the site driveways. 23. Due to the high traffic volumes on both Eagle Road and Fairview Avenue, the remaining, unsignalized, full access site driveways will operate at an acceptable LOS E or better for outbound right turns and inbound left turns if the signalized intersections are constructed as shown above. G. ACHD contracted with EARTH -TECH Engineering Inc. to perform a third party review of the development. This second consultant's review produced essentially the same information as the first analysis with two noted points of difference: EARTH -TECH had a less optimistic view of the future traffic volumes on Eagle Road. They were less comfortable with APA's forecast of 4% annual growth and used recent traffic volumes to forecast higher future volumes on Eagle Road. The result of this assumption is that the roadway intersections will be completely overwhelmed with traffic from this project and the background traffic volumes. 2. EARTH -TECH also had a less optimistic view of the site's customers traveling to the nearest signalized intersections. They assumed that more drivers would wait for traffic at the nearer unsignalized intersections. The result of this assumption is that the unsignalized intersections will be completely overwhelmed with traffic from this site, functioning at unacceptable levels of service. H. The preceding analyses identified the following public street improvements needed to accommodate the additional traffic created by this project and the normal growth of background traffic: 1. Construct dual left -turn lanes and free right -turn lanes on all four approaches of the Eagle/Fairview intersection and modify the signal configuration to accommodate the additional lanes. 2. Construct a traffic signal at the Fairview Avenue/Records Drive intersection. Locate the signals to accommodate future dual left -turn lanes on Fairview Avenue. 3. Construct dual northbound left turn lanes on Records Drive at the Fairview Avenue intersection. 4. Construct a traffic signal at the Eagle Road/Pine Avenue intersection. 5. Construct dual southbound left turn lanes on Eagle Road at the Pine Avenue intersection. 6. Construct dual westbound left turn lanes on Pine Avenue at the Eagle Road intersection. 7. Construct Pine Avenue from Eagle Road east to the eastern property line of this project. Two lanes are needed from the western driveway to the eastern property line. Four lanes are needed from the western driveway to the western property line. 8. Construct deceleration lanes at all intersections on Eagle road abutting the site. MCU1798.COM Page 6 a 9. Construct curb, gutter and an eastbound lane to Fairview from a point 500 -feet west of Eagle Road to the eastern boundary of the site. Depending upon the magnitude and direction of project development, staff has determined that it is possible to implement the needed improvements in phases. All of these improvements are not needed at the start of development. The following table identifies the threshold level of development at which each improvement is needed. J. Fairview Avenue and Pine Avenue are ACHD classified roadways and, as such, would be eligible for the use of impact fee revenue to increase their capacity, if such improvement is included in the Capital Improvements Plan (CIP) and the Five Year Work Program (FYWP). Idaho Code also allows the use of road impact fee revenue on State Highways, such as Eagle Road for capacity enhancement. Only one of the improvements recommended by the traffic impact study, the Eagle/Pine signal, is included in the FYWP. Some of the recommended improvements will be necessary in the future to accommodate traffic growth without the traffic that will be generated by this proposal, and the District would be constructing those MCU1798.COM Page 7 THRESHOLD VALUES FOR SITE SPECIFIC IMPROVEMENTS Needed Improvement Threshold Value at Which Improvement is Required 1. Dual left -turn lanes and • Needed after 450,000 GSF of buildings are right -turn lanes at constructed. Eagle/Fairview 2. Signal at Records/Fairview • Needed at start of development north of Florence Street. 3. Dual left -turn lanes at • Needed at start of development north of Florence Fairview/Records (on Records) Street. • Developer required to dedicate 6 -feet of right-of-way within 500 -feet of Records intersection for future addition of dual left -turn lanes on Fairview by ACHD or others. 4. Signal at Eagle/Pine • Needed at start of development south of Presidential Drive. 5. Dual left -turn lanes on • Needed at start of development south of Presidential Eagle at Eagle/Pine Drive. 6. Dual left -turn lanes on Pine • Needed at start of development south of Presidential at Eagle/Pine Drive. 7. Construct Pine east of • Needed at start of development south of Presidential Eagle Drive. 8. Construct deceleration • Needed at start of development. lanes at the Eagle Road accesses 9. Construct third eastbound • Needed after 450,000 GSF of buildings are lane on Fairview west and constructed. east of Eagle J. Fairview Avenue and Pine Avenue are ACHD classified roadways and, as such, would be eligible for the use of impact fee revenue to increase their capacity, if such improvement is included in the Capital Improvements Plan (CIP) and the Five Year Work Program (FYWP). Idaho Code also allows the use of road impact fee revenue on State Highways, such as Eagle Road for capacity enhancement. Only one of the improvements recommended by the traffic impact study, the Eagle/Pine signal, is included in the FYWP. Some of the recommended improvements will be necessary in the future to accommodate traffic growth without the traffic that will be generated by this proposal, and the District would be constructing those MCU1798.COM Page 7 Pk �J improvements at the appropriate time, partially funded from impact fee revenue. The large volume that will be generated by the proposed development accelerates the need for those improvements. Staff has evaluated the relative benefits that will be realized by the general traveling public from the various recommended improvements and suggests that they be considered in two categories, system improvements and site related improvements as follows: System Improvements are capital improvements other than a site -related improvement which is a public facility and is designed to provide service to the community at large. The costs of these improvements would be offset from the Road Impact Fees for the project: a. Construct dual left turn lanes on the Fairview Avenue legs of the Eagle/Fairview intersection. b. Construct curb, gutter and an eastbound lane from 500 -feet west (the end of existing improvements) of the Eagle Road intersection to the Eagle Road/Fairview Avenue intersection. C. Dedicate sufficient additional right-of-way to total 66 -feet from centerline of Fairview Avenue from the intersection with Eagle Road for a distance of 650 - feet east of the intersection, then taper to 60 -feet from centerline in 200 -feet, and continue 60 -feet of right-of-way to the east boundary of the development. 2. Site -related improvements are capital improvements or right-of-way dedication for direct access to and/or within the proposed project or development. The costs of these improvements must be borne by the developer of the project: a. Construct dual northbound left turn lanes on Eagle Road at the Fairview Avenue intersection. b. Construct a traffic signal at the Fairview/Records intersection. C. Construct dual northbound left turn lanes on Records Drive at the Fairview Avenue intersection. d. Construct a traffic signal at the Eagle Road/Pine Avenue intersection - the District should provide the materials, and the developer should install the signal. This is a partnering with g, below. Part of the expense of the road construction is the District's responsibility because it will be slightly more than the development actually requires. The provision of the signal equipment by the District will balance that expense. The signal will include provision for Opticom equipment. e. Construct dual southbound left turn lanes on Eagle Road and matching shadow striping or median at the Pine Avenue intersection. f. Construct dual westbound left turn lanes on Pine Avenue at the Eagle Road intersection. g. Construct Pine Avenue from Eagle Road east to the eastern property line of this project. The street section will consist of four lanes at Eagle Road east to the full access driveway into the retail center. From that point east to the property line, the street section will consist of 28 -feet of pavement with two 3 -foot wide unpaved shoulders. See d. above. h. Construct deceleration lanes at all intersections on Eagle Road. i. Construct an eastbound lane on Fairview from the Eagle Road intersection to the east property line of the development to create one half of an 89 -foot street section. The District prefers to defer the construction of curbs along the frontage of this site and use roadside swales to control runoff from Fairview Avenue and Eagle Road, similar to the system constructed by ITD in connection with the Eagle Road construction from Fairview Avenue to S. H. Highway 44. MCU 1798.COM Page 8 The developer should be required to integrate adequate drainage swales alongside Eagle Road and Fairview Avenue into the landscaping scheme for the development. Coordinate the design of the drainage swale and sidewalk with District staff. If ITD objects to the use of a drainage swale along Eagle Road, staff will reconsider this recommendation. j. Construct dual Westbound left -turn lanes on Pine Avenue at the Eagle Road -intersection. k. Construct a five-foot sidewalk on Fairview Avenue abutting the site. I. Construct a five-foot sidewalk on Eagle Road abutting the site. M. Construct five-foot sidewalks (both sides) on Records Drive abutting the site. n. Dedicate 76 -feet of right-of-way for Records Drive from Fairview Avenue to a point 300 -feet south of Fairview Avenue through the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. o. Dedicate 60 -feet of right-of-way for Records Drive from a point 300 -feet south of Fairview Avenue to the south boundary of the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. K. ACHD's Park & Ride Division Staff has indicated the need for a Park & Ride location at the applicant's site. The District requests that applicant grant the District an easement for a 10 to 12 -space Park & Ride area at this site. Commuteride staff will contact the applicant to coordinate the location of the Park & Ride area. L. In order to reduce trips to and from this development it is recommended that Tenants occupying the proposed building be required to provide an Alternative Transportation Program for employees and provide an annual report to ACHD on employee participation. Commuteride staff will coordinate the Alternative Transportation Program with the applicant. For more information contact Pat Nelson at 387-6160 for further information. M. In order to reduce trips to and from this development, it is recommended that the tenants occupying the proposed building(s) be required to participate in any Transportation Management Association (TMA) or Transportation Management Organization (TMO) that is formed with a boundary that includes this site or is adjacent to this development. A Transportation Management Association (TMA) or Transportation Management Organization (TMO) is formed with a coordinator that works as a liaison between businesses and private and public transportation providers to increase the use of alternative transportation and other trip reduction measures (shuttle buses, bus pass programs, vanpools, car pools, bicycle and walking enhancements). An annual survey will be required of the TMA/TMO to monitor participation in alternative transportation programs and forwarded to the ACHD Commuteride Office. N. District policy states that direct access to arterials and collectors is normally restricted and that the developer shall try to use combined access points. In accordance with District policy the applicant should be required to provide a recorded cross access easement for the parcel to the east to use this parcel for access to the public streets prior to issuance of a building permit (or other required permits). The District intends to require a similar agreement of the owners of the parcel to the east if they are the subject of a future development application. O. In accordance with District policy, stub streets or driveways to the undeveloped parcels abutting this site may be required upon review of a future application for this site. MCU1798.COM Page 9 P. As required by District policy, restrictions on the width, number and locations of driveways, may be placed on future development of this parcel. Q. District staff is extremely concerned with internal site access and the possible traffic conflicts within the site and on the adjacent residential subdivision. Staff believes that an improved internal site circulation system should be designed to minimize those impacts. The proposed system could include on-site travel routes parallel to Eagle Road and Fairview Avenue to improve access to the two signalized intersections of Pine Avenue/Eagle Road and Records Drive/Fairview Avenue, but should not be immediately in front of the stores. After discussing this issue with the applicant and his representative, the applicant proposed the following two modifications to the site plan to reduce the impacts on the residential streets and the access road directly in front of the stores: 1. Locate a second driveway on Pine Avenue, 175 -feet east of Eagle Road, and lengthen the on-site stacking served by this driveway to a minimum of 50 -feet to open up the parking area at the southwest corner of the site. This would allow the vehicles parked in this area additional access to Pine Avenue without using the drive aisle immediately in front of the stores. 2. Design additional access aisles in the northwest corner of the site to provide better access to the western driveway on Fairview Avenue. This will provide additional access to much of the parking area in this part of the site to minimize the traffic attempting to drive to the signalized intersections of Records Avenue/Fairview Avenue and Pine Avenue/Eagle Road. Staff is of the opinion that additional site plan corrections are necessary to provide adequate on-site circulation. The Institute of Transportation publication "Guidelines for Planning and Designing Access Systems for Shopping Centers" states that a shopping center of this magnitude should be constructed with a "ring road" or frontage road near the circumference of the site to expedite the movement of on-site traffic. That consideration is especially important in this situation because of the great distances from some parts of the center to the two signalized intersections with the arterial system. Additional access aisles parallel to Fairview Avenue and Eagle Road would partially satisfy the need for a frontage or ring road. During the Commission meeting, the Commission discussed the merits of expanding the access aisle configuration to function as a continuous vehicular way from Records Drive to Pine Avenue. This way would be interrupted by crossings of the driveways into the site and Presidential Drive, but would greatly increase ease of access to the two signalized intersections serving the site (Records and Pine). The Commission agreed with staff that such opening of the access aisle was necessary and would be included as a Site Specific Requirement. R. The District completed an access control plan for the entire Eagle Road corridor in 1997. An important recommendation of that study was the proposal for a grade separated interchange at the Eagle/Fairview intersection. Although construction of the interchange is anticipated beyond the 20 -year planning period, the Long Range Transportation Plan establishes the policy that the District should preserve the right-of-way now to ensure that the needed land will be available when construction begins. Therefore, the applicant should be required to dedicate or otherwise agree to not encumber sufficient land area to accommodate the proposed interchange design. The owner will be compensated for all additional right-of-way from available impact fee revenues in this benefit zone, if the owner submits a letter of application to the impact fee administrator prior to breaking ground, in accordance with Section 15 of ACHD Ordinance #188. If the land is dedicated, the owner may enter into a license agreement with MCU1798.COM Page 10 the District to use the preserved right-of-way until the District constructs the interchange. If another form of preservation is approved by the Commission, the developer and the District should enter into an agreement providing for the use of the right-of-way for the interchange. S. The existing transportation system will be adequate to accommodate the additional traffic generated by this proposed development only with the additional requirements outlined within this report. The existing transportation system is not adequate for the anticipated traffic volumes without improvement. Recommendations: , Special Recommendations to Meridian City: 1. The Institute of Transportation publication "Guidelines for Planning and Designing Access Systems for Shopping Centers states that a shopping center of this magnitude should be constructed with a ring road or frontage road near the circumference of the site to expedite the movement of on-site traffic. That consideration is especially important in this situation because of the great distances from some parts of the center to the two signalized intersections with the arterial system. The applicant should be required to revise the site plan to provide internal site circulation equivalent to a public street system to ensure that intra -site circulation does not use the public street system to circulate through the adjacent subdivision to gain access to the signalized intersections on Eagle Road and Fairview Avenue. The on-site system should roughly parallel Fairview Avenue and Eagle Road but should not be located immediately in front of the stores. Opening of access aisles located 100 -feet or more away from and parallel with Fairview Avenue and Eagle Road will fulfill this requirement. The access aisles should be as direct as possible and provide a means of driving a vehicle from Records Drive to Pine Avenue without interruption except at the major driveways into the site and at Presidential Drive. Coordinate the internal roadway design with District staff. In order to reduce trips to and from this development it is recommended that tenants occupying the proposed building consider formation of an Alternative Transportation Program. Commuteride staff will coordinate the Alternative Transportation Program with the applicant. For more information contact Mrs. Pat Nelson at 387-6160. 3. In order to reduce trips to and from this development, the tenants occupying the proposed building(s) are urged to participate in any Transportation Management Association (TMA) or Transportation Management Organization (TMO) that is formed with a boundary that includes this site or is adjacent to this development. The District would appreciate the formation of such an entity by this complex. Special Recommendations to ITD: The applicant should be required to construct the needed improvements to create dual left -turn lanes on the two Eagle Road approaches of the Eagle/Fairview intersection when the site development reaches 450,000 GSF. 2. The applicant should be required to construct the needed improvements to create dual left -turn lanes on the two Eagle Road approaches of the Eagle/Pine intersection. These improvements are not needed immediately. The noted improvement is required when the site development is MCU1798.COM Page 11 started south of Presidential Drive. The northbound left -turn lanes are not directly usable by the development. However, they may reduce congestion caused by trips to/from the development by providing for conflicting movements. 3. The applicant should be required to construct deceleration tapers at each of the driveways on Eagle Road. 4. The applicant should be required to construct right -turn lanes on all legs of the Fairview Avenue/Eagle Road intersection at the time the development reaches 450,000 GSF. 5. Prohibit any driveway access to Eagle Road north of the Florence Street intersection. The driveway will conflict with the operation of the free, northbound right -turn lane. Other than Pine Avenue, Presidential Drive and the driveway opposite Florence Street, prohibit any driveway access to Eagle Road. The following requirements are provided as conditions for approval: Site Specific Requirements: 1. Comply with requirements of ITD for Eagle Road (State Highway 55) frontage. Submit to the District a letter from ITD regarding said requirements prior to District approval of the final plat or issuance of a building permit (or other required permits), whichever occurs first. Contact District III Traffic Engineer Lance Johnson at 334-8340. 2. Dedicate sufficient additional right-of-way to total 66 -feet from centerline of Fairview Avenue from the intersection with Eagle Road for a distance of 650 -feet east of the intersection, then taper to 60 -feet from centerline in 200 -feet, and continue 60 -feet of right-of-way to the east boundary of the development (See 4. below). The right-of-way should be dedicated by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. The owner will be compensated for all right-of-way dedicated as an addition to existing right-of-way from available impact fee revenues in this benefit zone, if the owner submits a letter of application to the impact fee administrator prior to breaking ground, in accordance with Section 15 of ACHD Ordinance #188. 3. Dedicate sufficient right-of-way abutting Eagle Road for the future Eagle Road Interchange. Coordinate the right-of-way requirements with District staff. The right-of-way is generally described as being a minimum of 226 -feet wide (113 -feet east of centerline) from Fairview Avenue south for 600 -feet. The right-of-way needs then taper to 146 -feet wide (73 -feet from centerline to a point 1,400 -feet south of Fairview Avenue. The owner will be compensated for all right-of-way dedicated as an addition to existing right-of-way from available impact fee revenues in this benefit zone, if the owner submits a letter of application to the impact fee administrator prior to breaking ground, in accordance with Section 15 of ACHD Ordinance #188. It is understood that ITD will reimburse the District for the cost of this right-of-way acquisition. 5. Dedicate sufficient right-of-way abutting Fairview Avenue for the future Eagle Road interchange. Coordinate the right-of-way requirements with District staff. The right-of-way is generally described as being a minimum of 176 -feet wide (84 -feet south of centerline) from Eagle Road east for 500 -feet, then tapering to 120 -feet (60 from centerline) at 1,000 feet east of Eagle Road. The owner will be compensated for all right-of-way dedicated as an addition to MCU1798.COM Page 12 existing right-of-way from available impact fee revenues in this benefit zone, if the owner submits a letter of application to the impact fee administrator prior to breaking ground, in accordance with Section 15 of ACHD Ordinance #188. 6. Dedicate 76 -feet of right-of-way (38 -feet from the centerline) for Records Drive from Fairview Avenue to a point 300 -feet south of Fairview Avenue and 60 -feet of right-of-way (30 -feet from centerline) for -Records Drive from that point to the south boundary of the parcel by means of recordation of a final subdivision plat or execution of a warranty deed prior to issuance of a building permit (or other required permits), whichever occurs first. The owner will not be compensated for this right-of-way because Records Drive is.a local street. 7.,Prior to beginning a phase of the development that exceeds 450,000 gross square feet, construct the needed improvements to create dual left -turn lanes on the two Fairview Avenue approaches of the Eagle/Fairview intersection and right -turn lanes on all legs of the intersection. The developer will be allowed to offset the cost of the two left turn lanes on the Fairview Avenue legs of the intersection from the impact fee to be collected for the development. 8. Prior to the construction of any portion of the development south of Presidential Drive, construct the needed improvements to create dual left -turn lanes on the eastern approaches of the Eagle/Pine intersection. 9. Construct a five-foot sidewalk on Fairview Avenue abutting each development phase (approximately 2,600 -feet total) prior to issuance of any Certificate of Occupancy. The construction plans for the development showing the sidewalk must be approved prior to issuance of a building permit. 10. Construct a five-foot sidewalk on Eagle Road abutting each development phase (approximately 2,600 -feet total) prior to issuance of any Certificate of Occupancy. The construction plans for the development showing the sidewalk must be approved prior to issuance of a building permit. 11, Prior to opening of the development, construct pavement widening on Fairview Avenue to one half of an 89 -foot street section abutting the parcel (approximately 2,600 -feet). The applicant will not be compensated for this construction. Prior to opening of the development, construct pavement widening on Fairview Avenue to add one eastbound lane from Eagle Road to a point 500 -feet west where the existing improvements end. The cost of this improvement will be offset from the road impact fee to be collected for the development. 13. Construct a five-foot sidewalk on Pine Avenue abutting each development phase (approximately 1,300 -feet) prior to opening of any development south of Presidential Drive. 14. Construct the four driveways on Fairview Avenue as proposed. The driveways should be located as proposed on the site plan dated 8/3/98, prepared by Quadrant Consulting, Inc. and on file with the District: approximately 440 -feet, 940 -feet, 1,510 -feet, and 2,480 -feet east of Eagle Road respectively. a. The western driveway on Fairview Avenue (Driveway A) is to be constructed as a right- in/right-out driveway, with driveway width limited to 30 -feet and a minimum storage length of 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Extend the existing median island in Fairview MCU1798.COM Page 13 Avenue from its easterly terminus to a point 50 -feet east of the eastern edge of driveway A and construct pavement tapers with 15 -foot radii. b. The second driveway on Fairview Avenue (Driveway B) is to be constructed as a full access driveway with a width limited to 40 -feet. The minimum storage length shall be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Construct pavement tapers with 15 -foot radii. C. The third driveway on Fairview Avenue (Driveway C) is to be constructed as a full access driveway with a driveway width limited to 40 -feet. The minimum storage length shall be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Construct pavement tapers with 15 -foot radii. d. The fourth driveway on Fairview Avenue (Driveway D) is to be constructed as a full access driveway with a driveway width limited to 40 -feet. The minimum storage length shall be 100 -feet for outbound traffic and 50 -feet for inbound traffic. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Fairview Avenue. Construct pavement tapers with 15 -foot radii. 15. Construct Records Drive as a 65 -foot street section (with curb, gutter and five-foot sidewalk) from Fairview Avenue to a point 300 -feet south of Fairview Avenue. Records Drive should be located approximately 2,100 -feet east of Eagle Road. Widen the approach to Fairview Avenue to provide two northbound left turn lanes and one northbound through/right-turn lane. Two southbound lanes are needed from Fairview Avenue to a point 300 -feet south of Fairview. Dedicate sufficient right-of-way for the noted improvements. 16. Construct Records Drive as a 41 -foot street section (with curb, gutter and five-foot sidewalk) from a point 300 -feet south of Fairview Avenue to the existing stub street within the Crossroads subdivision. 17. Construct a traffic signal at the Fairview/Records intersection. Provide and install an Opticom device for emergency vehicle pre-emption of the signal to the satisfaction of ACHD and the Meridian Fire Department. Other materials for the traffic signal are to be purchased from ACHD or be demonstrated to meet ACHD specifications. The signal should be designed to allow the future construction of dual left -turn lanes on Fairview Avenue. The applicant will be responsible for the entire cost of the signal installation. Submit the signal design to District staff for approval prior to construction. 18. Construct a driveway on Eagle Road aligned with Florence Street as a full access driveway. The driveway width should be limited to 40 -feet. The minimum storage length should be 100 - feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Eagle Road. This driveway may be restricted to right-in/right-out movement in the future. Construct a deceleration lane for the driveway. 19. Construct Pine Avenue as a 28 -foot street section from the project's eastern property line to a point approximately 400 -feet east of Eagle Road. Widen the approach to Eagle Road to provide two westbound left turn lanes, one westbound through lane and one westbound right - turn lane. Coordinate the roadway design with District staff. 20. Prior to the commencement of construction of the area south of Presidential Drive, construct a traffic signal at the Eagle/Pine intersection. Provide and install Opticom device (an optical communication device for emergency vehicle pre-emption of the signal operation) as part of the signal installation. The District will provide the materials for the signal (with the exception MCU1798.COM Page 14 of the Opticom device) as its share of the entire Pine Avenue construction from Eagle Road to the east boundary of the development. Submit the signal design to District staff for approval prior to construction. Should the ACHD roadway project to extend Pine Avenue from Eagle Road to Cloverdale Road precede the development expansion south of Presidential Drive, all features related to Pine Avenue are to be constructed by the applicant prior to the building permit issuance for the development south of Presidential Drive or the cost therefor paid to the District. Specifically, this includes the extra left -turn lanes onto and off of Eagle Road and into the full access driveway from Pine Avenue into the development. 21. Reconstruct the western median in Presidential Drive to provide a left turn lane at the entrance to the project site (at the store fronts). Provide a minimum of 100 -feet of storage area for the new turn lane. Coordinate the roadway design with District staff. 22. Construct a full access driveway on Presidential Drive as proposed 340 -feet east of Eagle Road. The driveway width should be limited to 30 -feet. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Presidential Drive. 23. Construct a full -access driveway connection to Presidential Drive at the midpoint between Eagle Road and the project roadway in front of the stores. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Presidential Drive. 24. Construct a full access driveway on Presidential Drive as proposed 620 -feet east of Eagle Road. The driveway width should be limited to 30 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Presidential Drive. 25. Reconstruct the westbound approach at the Eagle Road/Presidential Drive intersection to provide two westbound travel lanes. Coordinate the roadway design with District staff. 26. Construct deceleration tapers at each of the driveways on Eagle Road. Coordinate the design with ITD staff. 27. Other than the access point(s) specifically approved with this application, direct lot or parcel access to Pine Avenue or Fairview Avenue is prohibited. 28. Construct a full access driveway on Records Drive as proposed 175 -feet south of Fairview Avenue, limited to 30 -feet of driveway width. The minimum storage length should be 50 -feet. Install a 36 by 36" high intensity STOP sign at the driveway's intersection with Records Drive. 29. Construct a full access driveway on Records Drive as proposed 300 -feet south of Fairview Avenue, limited to 30 -feet of width. The minimum storage length should be 50 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Records Drive. 30. Construct a full access driveway on Records Drive as proposed 500 -feet south of Fairview Avenue, limited to 30 -feet of driveway width. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Records Drive. 31. Construct a full access driveway on Records Drive as proposed 800 -feet south of Fairview Avenue, limited to 30 -feet of driveway width. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Records Drive. MCU1798.COM Page 15 32. Construct a right-in/right-out driveway on Pine Avenue 175 -feet east of Eagle Road, limited to a driveway width of 30 -feet. The minimum storage length shall be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Pine Avenue. A median island shall be installed in Pine Avenue from the stop bar at Eagle Road to a point 50 -feet east of the driveway. 33. Construct a full access driveway on Pine Avenue as proposed 340 -feet east of Eagle Road, limited to 30 -feet of driveway width. The minimum storage length should be 100 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Pine Avenue. 34. Construct a full access driveway on Pine Avenue as proposed 620 -feet east of Eagle Road, limited to a driveway width of 30 -feet. Install a 36" by 36" high intensity STOP sign at the driveway's intersection with Pine Avenue. 35. Construct and install traffic calming facilities -on Presidential Drive beginning at the eastern property line of the development and extending through the intersection with Fillmore Way. Coordinate the design and placement of the calming facilities with District staff and the Crossroads Subdivision Owners Association. 36. Modify the site plan to create a vehicular way behind the pads fronting on Fairview Avenue and Eagle Road (approximately 100 -feet into the site) to connect Records Drive and Pine Avenue. Install curb returns at the intersections of this vehicular way with Records Drive and Presidential Drive. Install STOP signs on the access aisles intersecting with this vehicular way and install STOP signs on the vehicular way at its intersections with Records Drive, the five major driveways into the site, Presidential Drive and Pine Avenue. Coordinate the location of the vehicular way with Distrjct staff. n1 D 'c -i.1 ;/V Off% % - _' - C` ,� v..n _;;mss".._- 1" S( !.l ! QitM_C _- -�T`r .O `. e` ` V U Standard Requirements: 1. A request for modification, variance or waiver of any requirement or policy outlined herein shall be made in writing to the ACHD Planning and Development Supervisor. The request shall specifically identify each requirement to be reconsidered and include a written explanation of why such a requirement would result in a substantial hardship or The written request shall be submitted to the District no later than 9.00 a.m. on the day scheduled for ACHD Commission action. Those items shall be rescheduled for discussion with the Commission on the next available meeting agenda. Requests submitted to the District after 9:00 a.m. on the day scheduled for Commission action do not provide sufficient time for District staff to remove the item from the consent agenda and report to the Commission regarding the requested modification, variance or waiver. Those items will be acted on by the Commission unless removed from the agenda by the Commission. 2. After ACHD Commission action, any request for reconsideration of the Commission's action shall be made in writing to the Planning and Development Supervisor within two weeks of the action and shall include a minimum fee of $110.00. The request for reconsideration shall specifically id nti each requirement to be reconsidered and include written documentation of data that was not available to the Commission at the time of its original decision. The request for reconsideration will be heard by the District Commission at the next regular meeting of the Commission. If the Commission agrees to reconsider the action, the applicant will be notified of the date and time of the Commission meeting at which the reconsideration will be heard. MCU1798.COM Page 16 3. Payment of applicable road impact fees are required prior to building construction in accordance with Ordinance #188, also known as Ada County Highway District Road Impact Fee Ordinance. 4. All design and construction shall be in accordance with the Ada County Highway District Policy Manual, ISPWC Standards and approved supplements, Construction Services procedures and all applicable ACHD Ordinances unless specifically waived herein. 5. The applicant shall submit revised plans for staff approval, prior to issuance of building permit (or other required permits), which incorporates any required design changes. 6. Construction, use and property development shall be in conformance with all applicable requirements of the Ada County Highway District prior to District approval for occupancy. 7. No change in the terms and conditions of this approval shall be valid unless they are in writing and signed by the applicant or the applicant's authorized representative and an authorized representative of the Ada County Highway District. The burden shall be upon the applicant to obtain written confirmation of any change from the Ada County Highway District. 8. Any change by the applicant in the planned use of the property which is the subject of this application, shall require the applicant to comply with all rules, regulations, ordinances, plans, or other regulatory and legal restrictions in force at the time the applicant or its successors in interest advises the Highway District of its intent to change the planned use of the subject property unless a waiver/variance of said requirements or other legal relief is granted pursuant to the law in effect at the time the change in use is sought. Conclusion of Law: ACHD requirements are intended to assure that the proposed use/development will not place an undue burden on the existing vehicular and pedestrian transportation system within the vicinity impacted by the proposed development. Should you have any questions or comments, please contact the Planning and Development Division at 387-6170. MCU1798.COM Page 17 08/10/2000 08:52 2086885052 SANITARY SERVICE PAGE 04 HUB OF TREASURE VALLEY MAYOR LEGAL DEPARTMENT Robert D. Come AGood Place to Live (208) 288-2499 - Fax Z88-2501 ■!�1 �� %%\ OF MEWDIA PUBLIC WORKS CITY COUNCIL MEMBERS CITY BUILDING DEPARTMENT Ron Andcrson 33 EAST IDAHO (208) 887-2211 - Fax 887-1297 MERIDIAN, IDAHO 83642 Keith Bird (208) 888-4433 • Fax (208) 887-4813 PLANNING AND ZONING Tammy deWccrd City Clerk Office Fax (208) 888-4218 DEPARTMENT Cherie McCandless (Z08) 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: August 1, 2000 Transmittal Date: July 18, 2000 Hearing Date: August 8, 2000 File No.: PFP-00-002 Request: Preliminary Final Plat for proposed Presidential Subdidvison on 10.99 acres with 3 building lots By: Developers Diversified / Dakota Company Location of Property or Project: Southeast corner of Presidential Dr. Sally Norton, P/Z Bill Nary, P/Z Thomas Barbeiro. 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 Can . 2is PPIFP!PfP - 31 AZ - 27 Meridian School District JMeridian 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 Your Concise Remarks: -- rdn AUG 10 100 09:00 2oeeee5052 PAGE.04 Certified Mailing Ret6, ns Project Name Presidential Subdivision PFP-00-002 File No(s) Date of Hearina I Name I Address I Reason for Return 8-Aug-OOIKevin & Tina Borchardt 11071 Fillmore Meridian (unclaimed n qy ��o?YY�9yi a of oc �c dt ee ec w 3 V/V 968d 5Wve0:0L 00-Le-unr `v5eseeeeoz .uezpTjaW ;o A;iO :AS �uag ,-1k, ** TX CONFIRMAT, REPORT ** DATE TIME TO/FROM 07 08/31 11:51 PUBLIC WORKS 08 08/31 11:56 208 888 6854 12 -4da Count AS OF AUG 31 '0E .00 PAGE.01 CITY OF MERIDIAN MODE MIN/SEC PGS CMDtt STATUS OF --S 03'53" 013 170 OK EC --S 04'19" 013 170 OK 'bi3trict 318 East 37th Streer Judy Peavey -Derr, President Garden City, Idaho 83714-6499 Dave Bivens, Vice President Phone (208) 387-6100 Marlyss Meyer, Secretary Fax (208) 387-6391 Sherry R. Huber, Commissioner E-mail: tellus@achd.ada.id.us Susan S. Eastlake, Commissioner August 28, 2000 DuCE ED AUG 9 1 2000 TO: Tom BaComp CITY OF MEMDW Dakota Company Inc. 380 Parkcenter Blvd. suite 100 Boise, ID 83706 FROM: Christy Richardson, PrincipaDevelopment Analyst Planning & Development SUBJECT: Preliminary Plat: Presidential, Vot & Eagle division, southeast corner President On August 23. 2000, the Commissioners of the Ada County Highway District (hereafter called "District") took action on the preliminary Plat as stated on the attached staff report. In order that the Final Plat may be considered by the District for acceptance, the Developer shall cause the following applicable standard conditions to be satisfied prior to District certification and endorsement: 1. Drainage plans shall be submitted and subject to review and approval by the District. 2_ if public street improvements are reguired: Prior to any construction within the existing or proposed public right-of-way, the following shall be submitted and subject to review and approval by the District. a. Three complete sets of detailed street construction drawings prepared by an Idaho registered professional Engineer. b. Execute and Inspection Agreement between the Developer and the District together with initial payment deposit for inspection and/or testing services. C. Complete all street improvements to the satisfaction of the District, or execute a Surety Agreement between the Developer and the District to guarantee the completion of the construction of all required street improvements. 3. Furnish a copy of the Final Plat showing street names as approved by the Local Government Agency having such authority together with the payment of fee charged for the manufacturing and installation of all street signs. 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O G 'ogx�om m m m cDa r a a M a a a_ a g Ll a ID 3 g o m 7 > 7 7 7 7 7 7 7 to mwg•Qu;c _� ❑❑ ° d o 254s J•'a3a m n -m ncn m 0 77 J m no pm D z 5 O m Q 3 nfDi� O c m a a a a a a a a a a a 0 d 3 a n n o `G y° P m y 3 pp pW� W pp W LOS W W W W W pw pW� LI) a i N N N 7 N 7 m j U)y n T m k = m to cmg3a'- y m m o Q n "oox.m3 3 ° T� m =w �m m o a, cm�3°i� nla m O m n n3 cam. tD �Oo a O d�U-1 p [� n <3 -n Cl) v 0.3 �1 �c mam�mn m0 �v m m 7 f Oo a of Qy = m nm c -t m 7 p0 n m j 3 o m 5 to m o a m j 3 m° R A nm j 37 CD 3 dy C 3 w O J n pq d y v to w a �ymn�Q A a n � N D NOTICE OF HEARING NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian and the Laws of the State of Idaho, that the Planning and Zoning Commission of the City of Meridian will hold a public hearing at the Meridian City Hall, 33 East Idaho Street, Meridian, Idaho at the hour of 7:00 p.m. on August 8, 2000 for the purpose of reviewing and considering the application of Developers Diversified Reality / Dakota Company, Inc. for a Preliminary Plat and Final Plat of three building lots on 10.99 acres currently in a I -L zone generally located at the southeast corner of Presidential Dr. and Eagle Road at the Meridian Crossroads Center. A more particular description of the above property is on file in the City Clerk's office at Meridian City Hall, 33 East Idaho Street, and is available for inspection during regular business hours. A copy of the application is available upon request. Any and all interested persons shall be heard at said public hearing and the public is welcome and invited to submit testimony. DATED this 17th of July, 2000 PUBLISH July 21, 2000 and August 4,2000 WILLIAM G. BERG, JR., I CLERK NOTICE OF HEARING NOTICE IS HEREBY GIVEN pursuant to the Ordinances of the City of Meridian and the Laws of the State of Idaho that the Planning and Zoning Commission of the City of Meridian will hold a public hearing at the Meridian City hall, 33 East Idaho Street, Meridian, Idaho, at the hour of 7:00 p.m. on August 8, 2000, for the purpose of reviewing and considering the applications of: Barghausen Consulting Engineers for a Conditional Use Permit to construct a Fred Meyer Gas Station Facility with a canopy, five multi -product dispensers, cashiers kiosk and parking lot improvements currently in a C -G zone generally located at Fairview Avenue and Locust Grove. Greenstar Foods and TFCM Associates for a conditional use permit to construct a Carls Jr. with a drive-thru window currently in a I -L zone generally located at Pad P-3 at the Meridian Crossroads Center. Developers Diversified / Dakota Company for a Preliminary Plat and a Final Plat of three building lots on 10.99 acres currently in a I -L zone generally located at the southeast corner of Presidential Dr. and Eagle Road at the Meridian Crossroads Center. Primeland Development Co., LLP for Annexation And Zoning of 52.9 acres from RT to R-4 for proposed Bridgetower Subdivision; furthermore, the applicant also requests Preliminary Plat approval of 106 building lots and 21 other lots on 46.20 acres in a proposed R-4 zone and a Conditional Use Permit to construct a planned unit development consisting of 106 buildable lots , 1 park lot, 1 H.O.A recreation center and 19 common lots generally located at East of Ten Mile, North of Ustick for proposed Bridgetower Subdivision. Rod and Sheri Eisele for a Conditional Use Permit to construct Eagle Concrete Pumping in a Flood Plain Overlay District currently in an I -L zone generally located in the Meridian Business Park. PUBLISH July 21, 2000 and August 4, 2000