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Baja Fresh Mexican Grill CZC 02-019MAYOR i Robert D. Come CITY COUNCIL MEMBERS Keith Bird Tammy deWeerd Cherie McCandless William L.M. Nary HUB OF TREASURE VALLEY A Good Place to Live CITY OF MERIDIAN 33 EAST IDAHO MERIDIAN, IDAHO 83642 (208) 888-4433 ~ FAX (208) 887-4813 City Clerk Ofl`-ice Fax (208) 888-4218 LEGAL DEPARTMENT (208) 28R-2499 • Fax 288-2501 PUBLIC WORKS BUILDING DEPARTMENT (208) 887-2211 ~ Fax 8R7-1297 PLANNING AND ZONING UEPARTMF,NT (208) 884-5533 ~ FAX R88-6R54 CERTIFICATE OF ZONING COMPLIANCE* Date: Apri124, 2002 Project: Bad Fresh Mexican Grill (at Crossroads Shoyning Center /fThe Family Centerl) Address: Ea~?le & Fairview (Pad 1-P4~ Proposed Use: Restaurant and patio - Zoning: I L (PUD) COMMENTS: Conditions of Approval: Pad is subject to all terms and conditions of existing C.U.P. for The Family Center (as approved on 10-20-98) for the site. City's failure to specifically identify all requirements of the C.U.P. in this Certificate of Zoning Compliance does not relieve owner of responsibility for compliance. Use of Structure: The structure is approved for a restaurant and associated patio azea as shown on the approved site plan. No outdoor seating shall extend into the required landscape buffers, nor into the required five-foot wide sidewalks. Signage: All signage is subject to design review and requires sepazate permits. No signage is permitted in ACRD right-of--way. A-Frames). No portable signs or temporary signage permitted (such as Parking_ Minimum parking requirements are met by the plan. The parking area along the east side of the pad site should shift south slightly (i.e. 6 to 12 inches) so that it does not penetrate into the sidewalk area along the north side of the pad site. Dimensions of all parking stalls shall conform to minimum dimensions as per city ordinance and ADA. City ordinance requires 9 X 19 min. standard stalls. The 5 compact stalls east ofthe pad site aze approved as shown at 9 x 17. The table submitted for parking lot compliance must be updated with corrected numbers prior to the next CZC for Crossroads Shopping Center. Handicap=Accessibility: The structure and site improvements must be incompliance with all federal handicap-accessibility requirements. The existing handicap pazking space north of the pad site will be replaced by two handicap pazking spaces south of the pad site per the approved plans. A handicap-parking sign will be required in conformance with federal law. Existing Landscayin~: All landscaped azeas surrounding the pad site aze regulated by the revised landscape plans for the center, dated 8/25/99, and must be protected. The submitted plans are missing an existing tree in the planter located on the east end of the row of parking, just south of the pad site. The landscape plan shows a relocated tree to be placed there, but a tree akeady exists. Any existing trees relocated to accommodate the proposed new parking configuration must remain on site. New Landscaping: The new trees and shrubs proposed on site shall be planted as per the approved landscape plan. All tree sizes aze to be 3" caliper as per the plan, unless substitutions aze approved in writing by the Planning and Zoning Department. All mulch is to be bark chips as per note 6 on the plan. Sidewallcs: No portion of the existing pedestrian access connecting from Eagle Road shall be removed. All sidewalks must be 5 feet wide minimum at all locations. Irri ag_ tion: An underground, pressurized irrigation system must be installed to all landscaped azeas as per notes 12-16 on the approved landscape plan. Li~htin~: Lighting shall not cause glaze or impact the traveling public or neighboring development. Drainage: A proposed site drainage plan must be approved by the City Public Works Department prior to construction. Trash Enclosure: All dumpsters must be screened from view and not be visible by the public or from adjacent properties. ACRD Acceptance: Applicant shall be responsible for meeting the requirements of ACRD as they pertain to this development. All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACRD requirements, a new site plan shall be submitted to the City of Meridian Planning and Zoning Stafffor approval prior to the issuance of a building permit. Certificate of Occupancy: All required improvements must be complete prior to obtaining a Certificate of Occupancy. A Temporary Certificate of Occupancy may be obtained by providing surety to the City in the form of a Letter of Credit or cash in the amount of 110% of the cost of the remaining improvements (including paving, striping, landscaping, and/or irrigation). A bid must accompany any request for Temporary Occupancy. Plan Modifications: The approved Site Plan and Landscape Plan aze not to be altered without prior written approval of the Planning & Zoning Department. No significant field changes to the site or landscape plans are permitted; prior written approval of all changes is required. The Site Plan & Landscape Plan starred 4/24/02 is approved with the comments noted above. -__-~ Steve Siddoway (For Shari Stiles) Planning & Zoning Administrator *This letter does not indicate compliance with requirements of other departments/agencies, including, but not limited to, Ada County Highway District, Central District Health Department, affected irrigation district(s), Meridian Sewer, Water, Building or Fire Departments, Sanitary Services Co., etc. This letter shall expire one (l) year from the date of issuance if work has not begun. • ~ • • • Memo Ta Daunt Whitman, Building Official From: Brad Hawkins-Clark, Planner`~`~ CC: Steve Siddoway, Doug Racine (BRS Architects), Baja Fresh CZC File Date: July 17, 2002 Re: Baja Fresh CZC Application Daunt, I believe you received a Cert~cate of Zoning Compliance and an approved, stamped Site Plan from Steve Siddoway in April of this year for Baja Fresh at Meridian Crossroads. ff not, it will be forthcoming from the Applicant soon. Due to some slight modifications to the floor plan made after CZC approval, BRS Architects needed to made a modification to the parking lot and sidewalk widths on the north and south sides of the building. I'm attaching a revised Site Plan (approved by P&Z yesterday, 7-16-02) that reflects these modifications. Please ensure the April- approved plan is replaced with the attached revised plan. Thanks, Brad i i • ~_ ~ ~! ARGHITEGTS 1010 S. Allante Place, Suite 100 Boise, ID 83709 (208) 336-8370 FAX 336-8380 To: Meridian Planning and Zoning W E ARE SENDING YOU Attached-Via: Shop drawings Copy of letter Prints Change order LETTER OF TRANSMITTAL Date: 7/16/02 Attention: Brad Job No. 02061 Re: Baja Fresh Meridian Crossroads Pickup Delivery x Mail Fed. Exp. _ The following: Plans X Samples Specifications Co ies Date No. Descri tion 4 Revised site Ian These are transmitted as highlighted below: For approval x For your use As requested For review and comment COPY TO: RECEIVED BY: DATE: SIGNED: Cynthia Carlson Original File Docmnentl • • ,~ N~pPOJP4 c~ '~ ~®~~ ,~~ ~ G \'~ -`._ JUL-10-2002 16 24 .., pr 1010 S. ALLAN'1'E PLACE, SUr1E 100 BUISB ,1DAEl0 63709 TELEPHONli 20R 33G 8370 FAX 208 336 83li0 BRS ARCHITECTS F~cC.ouerP~ge Date: 7/10/02 From: Doug Racine 208 336 8380 P.01i02 7'0: City of Meridian -Planning & A~~O Brad Hawkins-Clark Zoning # Pages 2 incl. Cover Fax #: 888-6854 Re: Baja Fresh @ Meridian .lob #: 02061.01 Crossroads ^ For Your Ilse x For Review x Please Comment ^ As Requested • Comments: ./ - Partial Site Plan Sketch showing highlighted sidewalk widths as discussed. ~ - If the verbatim provisions of the subdivision ordinance apply, note that the walks are in fact a minimum 5 feet wide. I can find no other provisions in the ordinance that address sidewalk widths. There are no specific requirements addressing parking area walks. - As discussed, with the abutting car park overhangs, very limited portions of the effective walk widths are ~% reduced as shown. However, these reduced walk clearances are never less than the 36" ADA minimum width for the accessible route and are at isolated, limited areas. The majority of the walks have a 5 foot effective width. Note that the walk at the northwest comer where a small portion of the walk is 5'-9" wide is a services walk at the back of the kitchen area and should function okay. The 6'-8° width at the entry seems acceptable as well. ~ ~,~ :~- ~ •"-~' - In conclusion, due to the limited points of reduced effective sidewalk width, the fact that we always maintain ~~ `~ °"', ~-\ minimum ADA widths at those points and nothing in the ordinance spec'rfically addresses this condition, I ' ~~ <J,~,, ~ ~`'` 4 don't believ® we have a problem. • Please let me know what you think. Thanks. ,y,. ~~ ~ (~gipp ~,,,~ _~,~ ~ 1~-'l ~9.s~ ~ ,~~ "_, Docurnenn ~-- ~ ~~' ~- -~a - Qa ©~ ~ . ~ s .a`~. ix,~t. lt~e.- c '~O ~~ (o.~.~. • ~-a'~ ` ~ a'~ ~ , Q.s~~ AR.C~iITEC-Z'S JUL-10-2002 16 24 BRS ARCHITECTS 208 336 8380 P.02/02 ~ . 'S I t0 N ~ ~.Q o ~ -- -- - --- ~_. i~ o o O a ~ -. o "~---~ 1 rt~ '' ~ v / I I 111 - ~-~ ~II I - v ° h e 111 _--- _ I 1 II III - - ~ _ I I ~ 11 1 I / W i \~~_____ __ / /1 ~ - -___-___- O / `__ ~ I / W I I / J- _ IJ 1 / ^ I / v' rri""~-+ N / I ~ / J j D~ ~ f / _ I i~ N 1 ~ .Z7 ~ 7C ~ '~ ~O fl fTl = 1 -- -~_____- v ~ p . O~j W _ , 1 ~ ~ z ~ I I-4 L _ ~ a I 1 ' W ~ C7 I ~ IZ I o w , II -i ~ -~ _ - I ~ ; ~ N a ; -- -I------ ~ I I ~ _ II - ~ --fi ~ ~{ 11 ` _ ti 1 i 1 ~ 1 ___ I N ~ II -p 'D t 1 '_(--- w 1 m m ~ - II u __-~ ~ ~ '. II 1 ',- - - - II 1 O v I I _ ~ _ U _ ? II N 1 ___ -- ~ r ~ I ~` II ~ I ~f-~J ,~ ~~ 1 -__ __I __ _ _ ~ _ ~ (~ ~ ~ J N N i I ~~ ~- _ D ~ C~ f . - -T C I ~~ ~ ~ a.~ `~`~_:~/r ~._-__ _ _'. In _ ~ ~ i \` CJI N (\'~~ ~ (P 7vi I N ~ ~' N N ~ _:~ (n N C7 _ ~ p ~ ° m ~ - ' I .~ _.____ r D ~ ~ ~ I ~ 1 Tf1TAl P GIB r '_ ~~,,, Ada County Highway District D Dave Bivens 1st Vice President Garden Gity ID 83714-6499 Judy Peavey-Derr, 2nd Vice President Phone (208) 387-6100 Susan S. Eastlake, Commissioner FAX (208) 387-6391 Sherry R. Huber, Commissioner E-mail: tellus(~ACHD.ada.id.us Apri129, 2002 TO: Developers Diversified Realty Corp. 1505 Tyrell Lane ~~ ~' ~'~ ' 1 ' a ~'' ~... Boise, ID 83706 SUBJECT: MCZC-02-019 Baja Fresh Restaurant 1440 N. Eagle Road On September 23, 1998, the Ada County Highway District Commissioners acted on MCU-17-98. The conditions and requirements also apply to MCZC-02-019. Attached is the Commission approved conditions and requirements for said project. If you have any questions, please feel free to contact this office at (208) 387-6170. Sincerely ,/L- velopment Analyst Planning & Development Cc: Planning & Development/Chron/Project File Planning & Development Services City of Meridian Construction Services Drainage/Utilities TFCM Associates, LLC, 455 E. 500 South, Salt Lake City, UT 84111 BRS Architects, 1010 S. Allante St. #100, Boise, ID 83709 ~ 4 ' ~ A~A COUNTY HIGHWAY D~RICT Planning and Development Division Development Application Report MCU-17-98 Meridian Family Center SEC Fairview Avenue & Eagle Road The applicant is requesting conditional use approval for an 848,000-square foot retail shopping center. The 74.74-acre site is located on the southeast corner of Eagle Road and Fairview Avenue in Meridian. This development is estimated to generate 26,950-additional vehicle trips per day upon full occupancy based on the Institute of Transportation Engineers Trip Generation manual and the submitted traffic study. 619,868-square feet are proposed to be developed in the first phase of the project. The Commission previously reviewed and conceptually approved this project as part of the Crossroads Subdivision in 1995. In the original review, only the residential component was approved. The District required a traffic analysis and conceptual review of the entire site (e.g. the commercial and residential components), because of the concern for traffic volumes and operations. The residential component was approved by the District and the subdivision is in the final stages of construction. The current site plan is similar to the original concept plan, but with more detail provided regarding building size, driveway locations and parking detail. Roads impacted by this development: Eagle Road Fairview Avenue Pine Avenue Records Drive Presidential Drive ACRD Commission Date -September 23, 1998 - 7:00 p.m. Special Meridian Planning and Zoning Commission Meeting -September 24, 1998 - 6:30 p.m. .,,~._1. -,.1,. ou od :aloD uC~saO pop. ~ cold ~ ~ ~npal!w~o J ~p~U9O~ OHb'01 INb'IOIa3W ld 2l31N30 AIIW'd~ 3H1 ~~~~=~~ I ---- ------ ~~r I _ , I 1 ~frtRTRiffN fIII1TTffliifllfTR , '`,,• ,`-• 1 I ~11I~~t11 11I11M <~ ~ o '.Yr . 1 1 fifllRlillliiiil ~rN "~ f~ ______i 1 i~ 1 I ~ ~ ~~ ~-~- I I H+a t+~++~ ~HMH-Nffh+fHfH~ffHfi : __-- ' `~ I ; ~ ~ i HNfHIfffN~Nf~ ~!HHNHf}HfHH+NfHfH L--___- w~ ~~~ ° •~ ~~ ~ o ~~ ~ o ~ ~~ 6NHNNHHIINHtlffH~ ° QlfIfHHHHHIHtHHth~ ° Q ti ~ -o _ ° I o ~~ ~C o ~ ~ ~7liiilflfRi~Il7iidRRf~lIT11X I i ~ ~~ ~a++~+~+a~ m.. :~ o I o _ ~ =~ I I IIIIIIIIIIIIIIIIIIIIIIIIIIM i,~ I' 1 I ~ ~ ' 1 ~ 1 1 rmrrrrrrtrtmm~i ~~~ 1 ~ I ~ >, ~~ III _ I I _ ~ I i UHHRffNHffHHHIffHHHfff~ ~ I I Qf111ffffNNMNHfMfIHMHfHfff~ H{i}d lNHifNH~HHf .. -" --' ------------------------------i I II tl' G I ' NfNIfHHfH~ W~ I ~ 1 I I 1 ~,I L!1 ll~7 ~M u: 011~~ < ~ I ~ OnH111~~iiIA n7 ~n7 _ I I ~ ` ~ s III ~ ~ ~ ~ _~ x ~ _~ x I 1 I'1 ~`~a~~i~o ICI 1 I 3 ~9 u S 11 E , 5~ wE ~ ~ s ! _ ' ~ ~~ ~ ~ 3 . ~ , ~ _ ~ ~~ i~ ~ ~ $ a - a ~'~ ~~ ~ Ij ! ! Y ~ ,:~ o i ; ~ ~ $g ~~3 ]] d~ ;~ a„ ~ ! ~ ~p! i~ ~. -B ~ : ° ~ ~a ~A~~ ~ ~ c ;~y ~~~~ ~~I~ Y 1 >: Y 7 i s d i ~ ..~~ - ~~ ./ ° -- ~~~ e ° ° o o ° ° ~ ° ° o ° ./ 0 0 0•~ 0 0 ~ k s t % _ - - r - ~ ~ I 's ~„ ~x x~~ ~~ ~~ I ?~~ z z~~~gaaa _ _ s z x' = x x' ~ s ~ ~ x ~ ~ s x s ~~ ~9~9~/yy~[1~~Y~~y~y~~~ lullluunuu~u ................... _--- .._ _- ~ IIIIOnu~IM ~ ~ ~ ~ .a T^ ~ ~ ~~ Z Facts and Findings: A. Generallnformation 1. General Data Owner - -Developers Diversified Realty Corporation Applicant - Developers Diversified Realty Corporation care of the Dakota Company Inc. I-L - Existing zoning I-L - Requested zoning 74.74 - Acres 2 - 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 (TAZ) West Ada - Impact Fee Benefit Zone Western Cities -Impact Fee Assessment District 2. Effected Streets Fagle Road ~ tate Highwav 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 Pale 2 ' • ~' 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. preGidential Drive Local commercial street with no bike lane designation Traffic count a ,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. i3Prords 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 ACRD staff. August 2 -District staff requests more in-depth analysis of selected data from traffic engineer. August 5 -Second supplemental TIS received by ACRD 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 ACRD. 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 ACRD 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. MCU 1798.COM Page 3 i • 6. 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. concem 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 ~ ~' 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. ACRD 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 . i ! 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 QDI~[ 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. ACRD 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: I. 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. MCU 1798.COM Page 6 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. 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 Street. Records) 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 ACRD 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 ACRD 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 ~ ~ 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 afive-foot sidewalk on Fairview Avenue abutting the site. I. Construct afive-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 fora 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 ACRD 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 ACRD 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 prier 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 • 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: 1. Svsterrj Improvements are capital improvements other than asite-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 Pirie 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. iVICU1798.COM Pale 8 ~ ~ 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 ciFCUlation 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 ACRD Ordinance #188. If the land is dedicated, the owner may enter into a license agreement with MCU1798.COM Pale 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: 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. 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: 1. 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 ACRD 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 ACRD 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 Mcu1~9s.co~1 Pave 12 • ~. • is 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 ACRD 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 wilt 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 afive-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 afive-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. 12. 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 afive-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 MCU 1798.COM Pale 13 ~~ ~ ~ ! ~ ~ • R 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 ACRD 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 ACRD 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 tum 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 afull-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 IS 32. Construct aright-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 foil 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 wary with Distr+ct staff. ~, , f 3~ . ~ U~Q,~ se.z ~~~~ C~.a~- ~- ~1-~ ~ 5~'r ~~ ~~-~ /~~ ~~~ rem- .~ C~oSS ~-".-enema ) Standard Requirements: 1. A request for modification, variance or waiver of any requirement or policy outlined herein shall be made in writing to the ACRD Planning and Development Supervisor. The r oast shall specifically id nti each ren~~irement to be reconsidered and include a ~•~ritten xplanation of why such a requirement would result in a substantial hardship or ine~~i The writt n rPCIJ~PSt shall be submitted to the District no later than :00 a.m. on th day sched ~I d for A HD, 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 ACRD 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 awaiver/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 Rpr 25 02 04:32p QCI • These Are Tia.ustuittcd: ~~ ^^Quadrant Consulting, Inc. To: Stzvc Siddoway lyicridian Planning and %oning 660 )/. Watertower Lane, Suite 202 Meridian, TT) R'~fi47. 1~~rASE N0~1'n~Y US ]MMEnIATELY A7' (20S) 342-UU91 1F THEIt>r ARE ANY PRU13LElv1S REC'1~r1VING THIS 1NFORMATIUN We are Sendittg Attached 8 342 0092 p.l hate: d/2S/2002 Project Number: 191-25 R-~ject Name: Baja Fresh Re~-tirding: X ror Your lnfo/File X hacsitnilc for Execution and Return S Nun~bcr of Pages ror Review and Comment Outer Other Copied "1'0: Tom Bauwens, llakota Co. C'o ics nescti tion 1 Kevised Parking Stall (.:ount for Meridian Crossroads Shopping Center Comments Steve, i adjusted the cptttp:tot parking stall count to include all stalls that tttC&SuiC less than 9' x 19' as we discussed this morning. If you have any questions, please feel l:irec to call. Kraus 405 S. 8`", Ste. 295 Q Boise, Ib 83702 Q Phorte (208) 342-0091 Q Fax (208) 342-0092 Q Internet: quadrant@quadrant.cc Civii Enyrneering ~ Surveyrng ~ Construction Management Flpr 25 02 04: 32p : C I ~ 8 342 0092 p • 2 MERIDIAN CROSSROADS PHASE 1 CONDITIONAL USE C~MPLIANCF REQUIRED PARKING COUNT 3-IN Dlq $Il'L' PLAN BUILDING AIZLA PARKING (~`I TREE (SF) COUNT' COUNT (EAT TOTAL Sl'ANDARD COMPACT HANDICAP HANDICAP-VAN lam) ORIGINAL CU SUBMITTAL 67G,418 3,082 3,052 2,997 - 54 7 830 5HOPK0 PLAN SUBMITTAL. 67a,203 3,077 3,055 2,flfl2 - 58 7 830 SHOPKO R TF..XAS ROAD h1UU3t JUt3Ml I I'/\LS f313.4A7 3.067 o,oc~ z,ss4 54 9 830 SHOPKU R TEXAS ROAD HOIISL', 1-G, 1-H R t•I 673,505 3,088 3,057 2.99a - 54 9 nao U~MIl'TAL3 SHOPKO & TEXAS ROAD HOUSE, t•G, 1-H & 1-I SUBMITTAL.;, .;~ORT:iMAN'3 559.945 7,nnn 3,071 ~,~32 GC t3 eG5 WAREHOUSE SHOPKO.TEXAS ROAD HOUSE, I-(i, VLD NAVY, 1•t, SPORTSMAN'S WAREHOUSE, 556,746 2,784 3,017 '),„937 - 6d 12 864 SHEPLERS, BED 13A1'H & BEYOND, OFFICE DLPUT SHUPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSC, SHEPLERS. BEO BATH R 55d,Ot6 2,790 2,999 x,979 - 67 13 884 h3EYOND, pFF-It-;L Uth'U I. APPLEBEE'S SHOPKU,TEXAS ROAU HOUSE, 1-(i. OLD NAVY, 7 •I, SPORTSMAN'S WAREHOUSF_, SHEPLERS, BLU BATH R 557 778 2 7d9 2 997 2,817 - 67 13 884 BIYUND, OFFICF_ UL"POT, APPIEBEE'S, IHOa SHOPIC0.1'CXAS ROAD I•JOUSE, t-G, OLU NAVY, 1-I, SI'012TSMAN'S WAREI•IUUSE, ' tiHh_I`LERS, BED BATH t~ 665 26~ 2, rr0 2,989 2,904 - Cf, 13 873 BEYOND, 01°FICE DEPOT, APPLEBEE'$, II~UP, ARBY'S SHp~KIa,'I tl(AS HUAI) HOUSE, 7-G, OlU NAVY, t-I, SPORTSMAN'S WAREHOUSE, S11~PLERS, BED BAIT R 555,729 2,779 2.984 2,907 6d 13 873 eevor~u, orrlc~ ocr• ot', APPLEBF_L'S, IHOP, ARBY'S, CARL'S JR. sHO~I<O,rE.~cns aonD HOUSE, •I-G, OlD NAVY, 1-I, $hUIZTSMAN'S WAREhIUUSE. SHh_PlERS, BED BATH ~, BEYOND, 011=ICE DEPOT. 556,U>,t 2,775 2,988 7„905 - 67 14 873 APPLEBEE'S, IHOI~, ARBY'S, CARL'S JR., MACI<fNZIE RIVEI'2 PIZZA, PANDA FILENAME: MC CU COMPLIANCEI9 nw.ylti QUADRANT CONSULTING, INC, YAa: SuMMnWV ~/WE 1 Of Z PWNTED: u25i2p02 8 342 0092 p.3 SITE PLAN BUILDING AREA REt~UIRED PARKING PARKING COUNT (EA) 3•IN DIA TREE (SF) COUNT CQIINI' (EA) TOTAI. STANDARD COMPACT HANDICAP HANDICAP-VAN (EA) SHOPKO,'1'EXAS ROAD IIUUSE, 1-G, OlD NAVY, 1•I, SPORTSMAN'S WAREHOUSI, SI-IL""PIERS, H[U BATH & BEYOND, DEPICT DEPOT, 554,422 2,772 2,904 2,903 - 66 15 87;i APPLE„Ht=E'S, IHOP, nItBY'S, CARL'S JIi., MACKENZIE DIVER PIZ;A, hANDA, Rl1$J SHOPKO,~I'EXAS ROAD IIUUSE. 1-G, OLD NAVY, 1•I, ~FOIiT3MAN'$ WAREHOUSE„ SHLNIERS, BEp OATH & BEYOND, OFFICE D~pUT, ' 554,819 2,774 2,9$1 2,8$2 18 8$ 15 873 APPLEBF~ S, IHOP, ARHY'S, CARL'S JR„ M/~CKEN7_IE RIV~I~ PIZZA, PANDA, FOSS, GOODw000 SrIiJrKU, I txgS ROAD HOUSI=, 1-G. OLD NAVY, 1-I. SPORTSMAN'S WAREHOUSE, SHEPLER$, <aLD BATH & BFVOND, O~~ICL DEPOT, 65a,dty 2,/74 2,95$ 2,8%5 3 g3 17 873 APPLEHLL''S, IHOP, AIZk3Y'S, CARL'S JIZ„ MACKENlI I~IVL"R PIZZA, PANDA, FOSS, GOAI)wn~n. SvRW~~.A eANu SI2UPKO,TFXAS ROAD HOUSE. 1-G. OLD NAVY, 1-I. SPORTSMAN'S WAREI•IUUSE. SHEPI_LRS, BED BA1'I 18 BEYOND, 011=1CE DEPOT, AF'PLEBEE'$, II1UP, ARBY'$, Sag,530 2,733 1 aag 4,863 3 cp 17 d73 CA12L'S JR., MACKL=NZIE RIVER PIZZA. PANDA, ROSS, GOODWOOD, SYRINGA BANK, F~SI~ION BUG, MARSHALL'S, PEI~L'HJEN'S, ALL•A-UULLAk SI IUPKO,TEXAy' 12UAD HOUSE, 1-G, OlD NgVY. 1-I. SPORTSMAN'S WAREHOUSC, SIiEPLERS, HlD BATH & HL•YUND, DEPICT DEPOT, APPIf_l'll"E'S. IHOP, AI~BY'S, I;AHL'S JIZ., MACKEN71t 548.490 2.732 2.949 --[,tl44 " 23 $3 18 8'/3 DIVER PIZZA, PANDA. ROSS, ~+000WOOD, SYRINGA BANK, FASHION BUG, MARSHALL'S, I'CDCR~CN'$, ALL-A-DQI•LAI~, RAJA FRESH Rpr 25 02 04:33p QCI • NO1'L: CITY OF MERInIAN RFgI.IIRES 1 PARKING STALL PER 300 gF O~ CR033 DVILDINO AREA. "NOTE: COMPACT PARKING STALL COUNT- REVISED TO INCLUDE ALL PARKING STALLS THAI' MEASURE LESS THAN 9' X 19' INSIDE DIMENSIONS, STANDARD PARKING STALL COUNT' REDUCED TO Rrrl'LECT CHANGE (4/25/02). FlIENAME: MC CU COMPIIANLE7! rrtv.wly QUADRANT CONSUL7WG, INC• 7Ag; SUMMARY ~ncc ~ oc ~ PRINTL•U: e/2;1200x Rpr 25 02 04:33p CI MERIDIAN CROSSROADS PARKING SUMMARY 8 342 0092 p.4 SUMMARY TOTAL H/C HIC•V COMPACT STND 2 949 63 1r! 23 2 94d SERIES TOTAL H/C HrC•v COMPACT STND 1 10 10 7. F 6 3 12 12 4 39 15 za 5 6 1 , q 6 53 G3 ~ 50 50 8 30 50 9 50 50 1U 61 - 81 11 49 4 44 12 a6 48 t3 25 25 to 2p ~ 15 26 - ~ 9R 16 20 26 17 1 1 I 18 _ ,9 13 13 I ^c0 10 I I 16 / 21 $ 22 7 7 23 25 2 23 24 27 27 ~ 25 t5 15 t 26 30 30 27 28 q 24 28 5 5 E 2a 4 , 1 z r 30 30 3p 31 18 16 32 20 26 33 1R t t7 34 10 1 1 9 c 35 2e 28 36 24 3 1 20 37 27 27 13 ~ 13 ~ 39 5 5 E a0 2 p 41 26 2~ 42 70 10 43 11 t 1 9 N 4a 21S 26 45 t6 10 46 °6 ° 05 ~ 47 9 - .. 2 7 S a8 26 20 49 z0 3 17 50 25 25 61 37 J) 52 38 1 1 3B C 53 t0 2 p C 54 a2 a2 2' 5$ 42 dJ 56 40 3 1 36 57 It tt 56 42 42 59 ay 4 3d co 33 z 36 P/ 61 64 64 PI 52 3z 32 P~ 03 44 44 64 44 3 , no 65 46 ~ d8 66 23 23 Yy 07 23 °3 E 68 a4 3 1 40 Oa 8 6 E 70 46 ~ 46 71 a4 4 40 72 a6 a6 73 4a :{ ~ 40 FILENAME: MG CU COM PLIANCL'19_rov.>fl: TAGi VAR KING COUNT STARTING ~ PRESIDENTIAL 8 WORKING GENERALLY :LOCKWISE AIONG EAGLE VES1' SIDC OF GOODWOOD BBO AST OF ARBY'S LORENCE EXTENSION ,LONG t•D, NSIDE LONG t-A & CLOSING TO START LORENCE EXTENSION, N-SIDE AST OF CARL'S JR. ORTH OF CARL'S JR, DUTH OF RAJA FRESH DRTH OF RAJA FRESH aST OF RAJA FRESH ~RTH 1-P5 )UTH 1-P6 )RNER WRAP )MPLE1'ES NW, N OF FLORENCE ANO W OF 2' ISLANu ISLAND TO SECOND ACCESS RD, N OF SHOPKO RAILEI TO FAIRVIEW RALLEL TO FAIRVIEW RALLEL TO FAIRVIEW OF ACCESS RD ~ MATCH B 8 N OF STORES )F ACCESS RO Q-+7 MATCH B & N OF STORES )F 1•P;1 MAtlG 1 C)• 2 QUAONANT CON6ULTIN~, INC. PRINTE01 ~2~J2002 Rpr 25 02 04:33p ~ CI .208 342 0092 p.5 r4 ~a 34 75 32 32 76 20 20 77 4 1 3 7A A6 dQ 70 44 a 40 - 30 6 6 81 30 _ 30 a2 sD 5n $3 32 - _ 32 84 12 14 05 6 2 2 2 66 46 46 s7 as 9 I 40 68 ae 46 39 44 4 4U BO 46 46 01 a4 3 ~ 40 02 46 46 93 2t 21 04 3T 37 I 95 37 37 I t+o 12 ~12 ; 87 3 3 90 6 6 ; 09 /6 16 ; tou 1r, 1e ; 101 16 16 ; tot 16 /6 ; 103 t6 tg ; 104 12 12 ; 1V~ 1U lO ; 106 18 18 107 10 10 io6 20 2u 1 DQ 20 zo 110 29 29 ; 1t1 7 7 f 172 16 i6 t 13 zz 22 F TOTALS 2,848 63 ~ 18 23 2,844 PARALLEL TO FAIRVIEW PARALLEL TO FAIRVIEW PARALLEL TO FAIRVIEW WEST OF t -P 7 D W Or' THIRD FAIRVIEW ACCESS E OF THIRD FAIIwIEW ACCESS PARALLEL TO FAIRVIEW PARAI I,F_L TO FAIRVIEW !~ARAILEL TO FAIRVIEW iXROHS REV1 iXRDHS REV1 N OF RECORDS OF SPORTSMAN'S S W OF RECORDS SIDE SPORTSMAN'S WAREHOUSE i OF SPORTSMANS'S WAREHOUSE i OF 1-M AND t-N i OF t-M AND 1•N i OF 1-M AND 1-N I Or 1•M AND 1-N I OF 1-M AND 1-N I OF ROSS I OF ROSS i OF ROSS I Or• OFFICE DEPOT IOUTH OF t•J (SHOPKO) ~OU1'N OF 1J (SHOPKO) SOUTH OF t-J (SHOPKO) ~ouTrl o~ 1.J 1SnuwKU) OUTH OF 1•J (SHOPKO) AST 0~ 1-E OUTI-I OF 1-E ARTl1F t_rf FILENAME: MC CU COMPLIANGEIB ~W.~IS gUADgANT CUNSUITING. INC. ratty oagKlNl: COVN7 VnOC i o~ z PRINTEDI aR3R002 DAKOA CU~~tf~A~"JY {NC. • APR. ~ 5 2002 RECEII~ED MERIDIAN CROSSROADS PHASE 1 CONDITIONAL USE COMPLIANCE f~ REQUIRED PARKING COUNT 3-IN DIA SITE PLAN BUILDING AREA PARKING (EA) TREE (SF) COUNT COUNT (EA) TOTAL STANDARD COMPACT HANDICAP HANDICAP-VAN (EA) ORIGINAL CU SUBMITTAL 616,418 3,082 3,052 2,991 - 54 7 830 SHOPKO PLAN SUBMITTAL 614,203 3,071 3,055 2,992 - 56 7 830 SHOPKO & TEXAS ROAD HOUSE SUBMITTALS 613,447 3,067 3,057 2,994 - 54 9 830 SHOPKO & TEXAS ROAD HOUSE, 1-G, 1-H & 1-I 613,505 3,068 3,057 2,994 - 54 9 830 SUBMITTALS SHOPKO & TEXAS ROAD HOUSE, 1-G, 1-H & 1-I SUBMITTALS, SPORTSMAN'S 559,945 2,800 3,011 2,932 - 66 13 865 WAREHOUSE SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, 556,746 2,784 3,017 2,937 - 68 12 864 SHEPLERS, BED BATH & BEYOND, OFFICE DEPOT SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH 8 558,016 2,790 2,999 2,919 - 67 13 864 BEYOND, OFFICE DEPOT, APPLEBEE'S SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH & 557,715 2,789 2,997 2,917 - 67 13 864 BEYOND, OFFICE DEPOT, APPLEBEE'S, IHOP SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH ~ 555,262 2,776 2,983 2,904 - 66 13 873 BEYOND, OFFICE DEPOT, APPLEBEE'S, IHOP, ARBY'S SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH & 555,729 2,779 2,988 2,907 - 68 13 873 BEYOND, OFFICE DEPOT, APPLEBEE'S, IHOP, ARBY'S, CARL'S JR. SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH & BEYOND, OFFICE DEPOT, 555,021 2,775 2,986 2,905 - 67 14 873 APPLEBEE'S, IHOP, ARBY'S, CARL'S JR., MACKENZIE RIVER PIZZA, PANDA FILENAME: MC CU COMPLIANCE18.x15 QUADRANT CONSULTING, INC. TAB: SUMMARY PAGE 1 OF 2 PRINTED:' M72/2002 • • REQUIRED PARKING COUNT 3-IN DIA SITE PLAN BUILDING AREA PARKING (EA) TREE (SF) COUNT COUNT (EA) TOTAL STANDARD COMPACT HANDICAP HANDICAP-VAN (EA) SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH & BEYOND, OFFICE DEPOT, 554,422 2,772 2,984 2,903 - 66 15 873 APPLEBEE'S, IHOP, ARBY'S, CARL'S JR., MACKENZIE RIVER PIZZA, PANDA, ROSS SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH & BEYOND, OFFICE DEPOT, 554,819 2,774 2,981 2,882 18 66 15 873 APPLEBEE'S, IHOP, ARBY'S, CARL'S JR., MACKENZIE RIVER PIZZA, PANDA, ROSS, GOODWOOD SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH 8 BEYOND, OFFICE DEPOT, 554,819 2,774 2,958 2,875 3 63 17 873 APPLEBEE'S, IHOP, ARBY'S, CARL'S JR., MACKENZIE RIVER PIZZA, PANDA, ROSS, GOODWOOD, SYRINGA BANK SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH & BEYOND, OFFICE DEPOT, APPLEBEE'S, IHOP, ARBY'S, 546,530 2,733 2,946 2,863 3 63 17 873 CARL'S JR., MACKENZIE RIVER PIZZA, PANDA, ROSS, GOODWOOD, SYRINGA BANK, FASHION BUG, MARSHALL'S, PEDERSEN'S, ALL-A-DOLLAR SHOPKO,TEXAS ROAD HOUSE, 1-G, OLD NAVY, 1-I, SPORTSMAN'S WAREHOUSE, SHEPLERS, BED BATH & BEYOND, OFFICE DEPOT, APPLEBEE'S, IHOP, ARBY'S, CARL'S JR., MACKENZIE 546,490 2,732 2,948 2,864 3 63 18 873 RIVER PIZZA, PANDA, ROSS, GOODWOOD, SYRINGA BANK, FASHION BUG, MARSHALL'S, PEDERSEN'S, ALL-A-DOLLAR, BAJA FRESH NOTE: CITY OF MERIDIAN REQUIRES 1 PARKING STALL PER 200 SF OF GROSS BUILDING AREA. FILENAME: MC CU COMPLIANCE78.xls QUADRANT CONSULTING, INC. TAB: SUMMARY ~ PAGE 2 OF 2 PRINTED: M12I2002 • • • MERIDIAN CROSSROADS SUMMARY PARKING SUMMARY TOTAL H/C H/C-V COMPACT STND 2 94S B3 18 3 2 864 SERIES TOTAL H/C H/C-V COMPACT STND 1 10 10 2 6 6 3 12 12 4 39 39 5 6 1 1 4 6 53 53 7 50 50 8 50 50 9 50 50 10 61 61 11 48 4 44 12 48 48 13 25 25 14 20 20 15 26 26 16 26 26 17 1 1 18 19 13 13 20 18 1 1 16 , 21 5 5 22 7 7 23 25 2 23 24 27 27 25 15 15 I 26 30 30 27 28 4 24 28 5 5 I 29 4 1 1 2 1 30 30 30 31 16 16 32 28 28 33 18 1 17 34 10 1 1 8 ; 35 28 28 36 24 3 1 20 37 27 27 38 13 13 P 39 5 5 E 40 2 2 41 26 26 42 10 10 43 11 1 1 9 ~ 44 26 26 45 16 16 46 26 26 47 9 2 7 ~ 48 26 26 49 20 3 17 50 25 25 51 37 37 52 38 1 1 36 C 53 10 2 8 C 54 42 42 2 55 42 42 56 40 3 1 36 57 11 11 58 42 42 59 42 4 38 60 38 2 36 P 61 64 64 P 62 32 32 P 63 44 44 64 44 3 1 40 65 46 46 66 23 23 ~ 67 23 23 E 68 44 3 1 40 69 8 2 6 E 70 46 46 71 44 4 40 72 46 46 73 44 3 1 40 STARTING @ PRESIDENTIAL & WORKING GENERALLY CLOCKWISE ALONG EAGLE WEST SIDE OF GOODWOOD BBO EAST OF ARBY'S FLORENCE EXTENSION 4LONG 1-D, N-SIDE 4LONG 1-A 8 CLOSING TO START =LORENCE EXTENSION, N-SIDE .AST OF CARPS JR. VORTH OF CARL'S JR. iOUTH OF BAJA FRESH JORTH OF BAJA FRESH :AST OF BAJA FRESH JORTH 1-P5 iOUTH 1-P6 iORNER WRAP :OMPLETES NW, N OF FLORENCE AND W OF 2' ISLAND 'ISLAND TO SECOND ACCESS RD, N OF SHOPKO ARALLEL TO FAIRVIEW ARALLEL TO FAIRVIEW ARALLEL TO FAIRVIEW I OF ACCESS RD @ MATCH 8 & N OF STORES OF ACCESS RD @ MATCH B 8 N OF STORES OF 1-P9 FILENAME: MC CU COMPLIANCE18.xls QUADRANT CONSULTING, INC. TAB: PARKING COUNT PAGE 1 OF 2 PRINTED: M12I2002 74 34 34 75 32 32 76 20 20 77 4 1 3 78 46 46 79 44 4 40 80 6 6 81 30 30 82 50 50 83 32 32 84 12 12 85 6 2 2 2 86 46 46 87 44 3 1 40 88 46 46 89 44 4 40 90 46 46 91 44 3 1 40 92 46 46 93 21 21 94 37 37 95 37 37 96 12 12 97 3 3 98 8 8 99 16 16 100 16 16 101 16 16 102 16 16 103 16 16 ; 104 12 12 ; 105 10 10 ; 106 18 18 107 10 10 108 20 20 109 20 20 110 29 29 111 7 7 I 112 16 16 113 22 22 I TOTALS 2,948 63 18 3 2,864 PARALLEL TO FAIRVIEW PARALLEL TO FAIRVIEW PARALLEL TO FAIRVIEW W EST OF 1-P 10 W OF THIRD FAIRVIEW ACCESS E OF THIRD FAIRVIEW ACCESS PARALLEL TO FAIRVIEW PARALLEL TO FAIRVIEW PARALLEL TO FAIRVIEW fXRDHS REV1 fXRDHS REV1 N OF RECORDS OF SPORTSMAN'S 8 W OF RECORDS SIDE SPORTSMAN'S WAREHOUSE i OF SPORTSMANS'S WAREHOUSE i OF 1-M AND 1-N i OF 1-M AND 1-N i OF 1-M AND 1-N i OF 1-M AND 1-N i OF 1-M AND 1-N i OF ROSS i OF ROSS i OF ROSS i OF OFFICE DEPOT iOUTH OF 1-J (SHOPKO) iOUTH OF 1J (SHOPKO) iOUTH OF 1-J (SHOPKO) iOUTH OF 1-J (SHOPKO) iOUTH OF 1-J (SHOPKO) :AST OF 1-E iOUTH OF 1-E :AST OF 1-D FILENAME: MC CU COMPLIANCE18.xls QUADRANT CONSULTING, INC. TAB: PARKING COUNT PAGE 2 OF 2 PRINTED: M12/2002 A DAKOTA COMPANY, INC. April 15, 2002 Mr. Dave McKinnon Planning & Zoning Department City Of Meridian 660 East Watertower Lane Meridian, Idaho 83680 RE: Meridian Crossroads Shopping Center -Pad P4 Baja Fresh Mexican Restaurant - 1440 N. Eagle Road Certificate Of Zoning Compliance Application Dear Dave: Enclosed for your review and approval is a "Certificate Of Zoning Compliance" application for the new Baja Fresh Mexican Restaurant which is to be constructed on building Pad P4 - 1440 N. Eagle Road, within the Meridian Crossroads Shopping Center. Thank you for your cooperation. Should you have any questions please feel free to give me a call. Sincerely, Tom Bauwens Dakota Company, Inc. For Developers Diversified Realty Corp. cc: Mr. S. Hatter -Baja Fresh wo/enclosures Mr. C. Trottier -DDRC wo/enclosures Mr. P. Millay -DDRC wo/enclosures Mr. D. Racine - BRS Architects wo/enclosures ^ PHONE (208) 343-5223 FAX (208) 343-4954 1505 TYRELL LANE BOISE, IDAHO 83706-3963 . CITY OF MERIDIAN Planning & Zoning Department 660 E. Watertower Ln., Ste. 202, Meridian, ID 83642 (208)884-5533 Phone / (208)888-6854 Fax CF.RTiFiCATF, nF 7.nN1NG C'nMPi.iANCF. ~C'7.C'1 APPi.iCATinN (Section 11-19-1, Zoning and Development Ordinance) PROJECT NAME: M.EIZ-D~AN ~~OSSIZOA~S SG~obti>,~~ ~E~t°J2. DEV~,perLS ,D~~~zs~fr~v 12+~~-ry Gawp. APPLICANT: ~/o D~~COTp Cd~~T Z'n~c, ADDRESS: lSos Tl~e~~ l.~c ~asE TD 8'30 ~ PHONE: 34 3 " S~ Z Z 3 FAx: 343 - 9 9S4 E-MAIL: Tr3AUw~ s ~'c. sn Hocoi~S T.~c . Ca»~ OWNER(S) OF RECORD: T'FG I"~'1 /4sSOC/A to S , L L L ADDRESS: 4 SS E SZ~O So J?'~ S~tc.T L~Ke C/. v , V 7- $4 ! l t PHONE: Sf 0 l - 3 (~ 3 - ~'~" FAX: ~O L ~ 3 (Q - t ,¢j 9 E-MAIL: ARCHITECT (IF DIFFERENT THAN APPLICANT): ~ Q S ~'GGi i TtE't.-tS ADDRESS: lO J O S . A ~ ~N-~ e .ST. ~` /do b~aisr-, Z'1~ 83?o y PHONE:2~- 33(0 ~ $'370 FAX: 24~ 3.~~0 - e'3 8'd E-MAIL ADDRESS, GENERAL LOCATION OF SITE: ~`~yd //. ~fl~L~ /cc=, DESCRIPTION OF USE: '/~~~~D/~9i~/ C~QoSSA'~'Dt S/~p~v~„~'y ~~Z'/L - PigO ,/~'Y ~ff?A ~i~c.S~J ~-C~u~p~/ ~csT~vlz~~ PRESENT ZONE CLASSIFICATION: T-- ~-- w~ ~-o~ DtT~ati~9 L V5~' Qe/Z1~r1, r I,Tc'L~» ~AUwE~J S , do hereby affirm that I will agree to pay any additional sewer, water or trash fees or charges, if any, associated with the use that Uwe have applied for, whether the use be residential, commercial or industrial in nature. Furthermore, I have read the information contained herein and certify that the information is true and correct. .~i /s % D Z (Applicant's Signature) Date) ~o~e : ~~~ ~.stac,•~sTL~3' s ~~ 1 Rev. 2!1,%02 r r-- 7/ ' ~ f :. . •. ..... .. -.~ n -•. ~~ ~:. t.i •~ J Ir:JJNI ~ PMIZ 21 CORpO[t,~.TION w_~UNTY DEED E or Value Rcccivcd CEvtTO~E, L~1C., a corponcion duly organized and cxisong under the laws of dlc $tatc of Idaho, ("Gcanto(') dots hcrcby Grant, Bugaln, Scll and Coo~cy unto TFCNI ASSOCiJ\TES, I,LC, a l,;tah )imitcd liability company, ("Grantcc'~ whose current address is 455 E. $pQ j., Suitt 400, Salt I-akr. City, Utah 84111, t},c following dcscnbcd [cal cstatc wit}rin the city o(Mcridian, Idaho. to-~~u Par~cls 2, 3, and -7 as dcscnbcd on Exhibits .q-1, A-?, and A-;. ttspccti~cly; attached berr.to and ineocporated tte:cin by this «fcrc:tee, ill of which property is located in the ~oNtwest Quarter of Sccrion 9 in Township ~ Noah, 12nngc 1 Easy 3oisc Mcndien. TO [{ A V'E .AtYD TO HOLD the said real property •witlt all appurtcoaaces (including, but not limited to. all water rights or ownership interests in any irrigation districes or cotitics) unto the said Grantee, its heirs and assiktrti focc~er, and the said Grantor dots hcrcby covenant to and with said Grantee that it is the Owner in fcc simple of laid real estate and that said teal cstatc is free and clear of all cascrtrtu, re3mctions, and cncut~branccs. except: Reservations or exceptions in patents or in acts authorizing the issuance [hereof. ~ General Taxes for the year ? 998, a lien but not yet due and payable. } ~icgati~-c Eascmcot and Rcstricoons coouincd in Warranty pcco, and the :cans and conditions d,crtoC: In t=a~or of State of Idaho Rccordcd January ~1, 1956 [nstrurtunt ~Io. l89?d6 a Agrccmcnt and the toms and conditiotu coataincd tlrcrctn: (3ctwccn Gcocgc E. Stang and 1{arwah W. Stang, husband and ~~ifc end C.I{. StewaR and .glicc F. Stcwarl, husband and wilt EZccordcd Scotcmbet ?. [954 luscrumcnc Vo. 16d%} 1 l,urposc [rri;ation Ditch nghc-of-~~ay 5 vlinerals and ;~incral tiEhts as reservcc to l:plenC lndustncs Cor-^oranon, a Nebraska cotporarion. by Special \Varraaty pccd rccordcd At: gust } I . I9~0, as lnstrumcnt Vu gpd;0<`, cc~ords of ,\Ja Count. Idaho l:n[ZPORn I lON w~~RIi~1~TY DEED ~ I (() OG1098`Cic ^`~~^c~co•p--~~' dccdl • 6 E~scmcnt and t to Favor of Purpose Fccordcd Insrrvmc:tt No. ILLI s~CE TITLE QUU). upy ~rc terms and conditions thereof: Mountain States TelcFhooc srrd Telegraph Company. a corporation Communicaooo Facilities and Incidental Purposes June 28, 1990 9034208 7 ~JeEari~c Gaserncnts, Conditions, resaienons and access nEh[s contained m ttte Dccd to the Stare oI Idaho Eccordcd tvo~cmbcr ?S, 1988 lttsarvmcnr Vo. 885 i9 i0 Official Itccords. Md amended by ExchanEc Dccd recorded Apn1 8. 1494. as Instrurncar ~ lo. 94032SO1 g. Easement, and the Tams and Conditions thereof: [n Favor of L.S. West Communications, lnc., a Colorado corporation purpose Consauet, reeonswct operate. mainrairt, and retno~c tclccomtnunicadons facilities Rccordcd May ?4, 1994 lnsmuncnt Vo. 94048300 9 Easement and the Tzrtns and Conditions thereof In Favor of Ciry of ~Ieridian..',da Counry. [daho purpo;c Puotic Utilities Rccordcd tu.~c ~, 1994 ltuvumcnt No. 9403 i6S l0. Eascrncnt aad the Terms znd Conditions thcaoi [n F.~•oc of Idaho Power Company, a corporation Purjresc Po~~~u E.ines and Lncidee:ul Purposes (Zccord-d ~r:;ust l0, 1995 lastruuccat !vo. 9505_322 I ! Eascrnc~t and the tcnns end conditions thcrcoL In Favor of Ali Cou:tty Highway Disuict purpose Tc:t~pocary access road between t}rc proooscd Crosstvads Subdivision `lo. ~ aad i•airvic~~ /~vcnuc Rccordcd Octobcc 1, 1997 [nstrumcnt No. 9 •-081013 I? [zJ;,hrs and u~tcrests of the Nampa-~tcridian lmcanon District. I? Easclacnts and n~hLS of~way for or associarcu with uriFation clr-acs and facillccs )pp~znn~ on du abo~c-dts:.:ibed real estate I ~ Easements and rights assocrated with the dl~usloa ,[nlcarrc for a pressure :r~6auon ;~srcm utilized l)~ Crossrortds `~lcLdiYision C.t)RPOEtAT1pN w ~ELR~tvTY DE:E.D ' U ut,01Vd-(~c oiwnclc o~l..-~i ~ nc atl • 96 U9 i5 Ft's t]Od))d9)`~ ~[.LI ~~CE 71Tt.E ~ ®OU1.009 ~~: 0~ J Iji V/1T~ZSS ~~{FREOF, the Graruor, pursuant to a Resolution of its F3oard of Directors bas caused i~ corporate name to oc hcrcttnto subscribed by its Prcilden( aad iCS corporate seal to ba atftxed by its Sccrcury t}us O *` day of lunc, 1998 G(:!~TUtJE. DEC w ~ ~tward L.~ cg's, Sccrcucy STATE OF [D.~NO 1 ss. Counrv of Aida ) ny _ - Tltomss T Wright, Presracat On this G file day of June, 1998. before mc, z dowry Public in aoC`or said State, octSOnally apocarcd THO~i..~S T. WItIGIIT and EDW~~IZD L. BE~uS,l~noWn to me to be the Pccstdcnt and Secretary of the corpotatioa that executed this instrument or cite persons tvho executed the instrument on behalf of said corporation, and ac!cnoWledged co me that such eocooraaon executed the same. (I~ WITNESS WHEREOF, 1 have heretutto scr my hand and affixed my of5eial seal the day and yczr in [his ccrrlftcatc fus[ abo~c Wtiacn. ~ ___ i~ `,,t~cacicr~~r •- •` Notary Puolic for !rho ;- I ~ z = EZcsiding zt c"`"-"' 3 0.... a ~ ~' ~ Commission expires G ~ ~ y o _ ~i. , c - . • T ,, .; C:OEZFOIt,~llOly ~~,aRR,~uTY (11~Fi) ' ~C) UGU~~{; ~C,cmton.4 o~D-°u! Arr)~~ • ill 1~C7: TITLE ~DUi UU~ ~, p: 91 09 ~S f~1 ,:US))o9)5~ ~~~~~', HUEB~E ENGINEcRING. INC. _-__- // / 9:_C =ct`cf Cur: sc~_c.:Can~ 3~~GS E-;-~ . -~"~ " ~__~ ` c=~c SEC ~ ~Ic o~cc;co ~`~E~u~R~ ~, t~~a F.E"JISc"_•~ =`-RUARY ~~. ~cc© ~~T_CN AGE=~`Lz:;.-. FARCc' 2 - or CROSSROADS CCMME:cC~AL ~ PF-.~.C L G~ l:-.NC L~C ~. ~ ~~ IN T'rE ~/`~ES ~ tr OF i r1E ~1/`/ ~/1 OF ScC i .ON 9. T-?N.. P.. ~ ~.. ..Vl.. AOA CGI;NiY, ICAHO. MC•R~ PARTiCULP.R! Y CESCRIE3E'~ AS rOLLO`NS: CO,v1MENCING ?. i ~ NE CORNE:c :CtvIMCN TO ScCTiO~VS ~, 5. 9 :\~VG T~,E c,~lp cE:~-,CN 5. FrtGM 'n~F--ICS Tic t/' CCRNE~ C:I~IMON TJ Sr-.10 ScC i CND J ~.~VG J ~c4F.S S~.UT:~ ~ ; °pe.~2.. WEST. ~c "-S ss F_~ , . T-r.Et~lCc SOI:T.= o:'cE3'~;••v~;ES~. t~~5.2~ ~-~ (~Crr~lE~! YoE~c°IEE~~.s sOU-:-: ; °oe~~e'~~~,E~-. 5~~. t ~ F~= ~ , ~ O A FGINT; i f;EvCE SCI;T:- ?8` ~ t'~J" E~.ST. %J.CC =E~ :' TO TAE (OFcT`-i`NEST COR'vE~ G'= ~ CT ~. GLOCx 2. CF C: cGSS(t'JA~S SJEO(VISiGN NG. A~ ~:~,VI~ IS .~crOFcCcG .N ~GGK ~~ GF PLC-S..~T rACcS oc~`-~ AIVO E~~~. rcECCRCS CF ~.Ua CCI;N i (. ;C•~F:O. S:.,O =GIN ;. :c!NG Tic FcE:.L FOIN i CF 6EGINNING cN - ~.t_CNC i r.E c `.` ~.=c_Y ..:G~T•.7F `l`lr-.`.' Ci- V. c~C~-= rtO:.~7 (CT,-• _ t~IG'r:bVF.`! _~~~ ~~CF.Tr~. . "~~'=_" c'.: =cam =~ ~_= TC .~ ?CI~I. ?G i'-EvCc ~Cl.'i:-1 2c-: t"~C" ==.5 ~ . ocJ t; =c= ~ „ IN T~=~iC~ c~.U i r. tee., `...tiES ~ .~=LONG ~I-:C. c::TENOE~ l.,;G. `r/ES : c=~:." EGI;NC:' R~' C~ S~=.IG C =CSS~--.`~-C SCE3C11/IS~ON vC. A GIS-~.NC~ CF 5~:.=2 _- i i O a ~CiN- CN i :=c VCr=. .=E.=t'_`' ~IC~ i -:,r=-•y /r. `.' GF = f=-;cJIG~V i .~L C%-cIV~. ._CVr = :r-.. %e. ,-_ .-L~wC S,=;t. ~-c:G~- ~:- ~n~;-.~.' ~VG --_ --'C GF:. VCN- 1 A,VGc~ 1 i C:JF.~/~ i C T:-:C :._= i . -;,=.VI~IG ;~, .=~ ' CIUS OF 2~'~.'_2 - __ ~ . A C V i :~:~ G~ _ C~ J2~. ;.NC A IGNG C:-'.CP.C ~ Ea.rcIVG ~VOF. ~ ~c ~C2'"c" ~NE~ ,- r NGLc GF _ tS~ ~G F==- iC -' =CIN . r:EvC`= NCP.--I °c`~ ~'~J' `~: =S i . ?~~.~E =c= -0 ~:-E SCU-~--mac- CORNc~ G~ S,~IC LC-` E?'_CCX 2 CF C~=.CSSRCaLS S1.E01v:S~Cv vG l"-~V.::= ..~r,C ,r-~- _. - .ICI' =~:~.NE-iF-r'." ..F ~,=.IE~ L~ iV(~r',i:-'. 'CC'-~. (~_~~_ :r :C =.-_ .G 1. =CIN- i:--!=~C-` -? ~-~_ l-~,rIC ~'' (_ '\f<C. (.f ..:ll""=.~/`_ iC~. ~: ~. l :-_ri_ t=1V:N(. /" tL\~Il.~ Cc )_~, ,:C =~ ~ i ~ C`.=V .~,~I ,1~;G1_= (.)F `30 CC"CC' ~'-~, i _C~NG C:-iC:r'.r-' F =.,\`l:r+~~ NCP ~ -- ` I `~ ~`/E-`- ~~' ~n = _ ~ `J !; FINN- ~_C= t c E~~i3~T 11 u: 0: YC UY >> r •.~ 1 _uo Jloe~o. ~Ll1.L~l.L ~ ~'~- vc. uvy, wy } •, \J ~~ENcE,~oRn-+aa~~t'~o""wEST. to.oeF__; ro,~~=~~~.v- T'HENCc :,~.d2 F=ET ALONG i r1E aRC OF A Cl:fi`/E ~ O ~ = R!CNT. E~AVING ~ RaOIUS CF 20.00 FcE i . A CENTRAL ANGLE OF 50'GG'CO". a,~C ~~ LONG c:HORp BEARING NOE<TH 4~°51'50'" V+/EST, 28.28 F~= ~ i C r, PC'N THENCE NOF~T1~ t'OE'10" CAST, 110.00 ~-c=T 7C r. =CIN-- T~-IEivCE 31.42 FED At_ONG Tl-iE ARC OF :. Cl,'.~i`/c i G i rE L=~. F'.AVING A RADIUS OF 20.00 FEET. A CENTRAL ANGLE OF ~0'OG'CC'". P VO P. LONG CHORD EE=ARING NORTH a3°S t'~C•" WEST, 28.28 FEET ~ O <~ FCir+ ~ . THENCE NORTH 8E'S1'~0" WEjT. t0.aa ~_=~ (FOFI`~IE.=.! '~ GE~Crc'.EE~;~.S 1G.00 FE~iO ir1E RE4l. POINT OF BEG~N~VING. CCrIi:~~NING 1 ~.~C' ACRES 092.301 SCUAFCE FEm. vIORE OR l_ES~. ~~>~~~ , ~ ~v ~„ts.L ~o .~ ~`-'~`'~ t I L~ ~~~ ~~. ~' (9j°b c "~~ of ,0?~~Q ~Y 3. •.r C_`:C:`/`/`//CQc ;mr:r~r~ CC~==.~ .:.F<" ~ C,=~. c= _ ~ ~l.Gc s C~ 1 • ' o_ 93 uv ~5 fi'~ i_u3l)d7:S: ~LLI.t~CE TITIi ' ~'~ %~~~~=• }-~UE~~E ENGINEEF~ING. INC. ~- r ~`_~G o©~r~' C~~" So~~t: icsr:o c~'~CS ~~:~ Tva~ - / F°.CJEC~ NG °EC•C~GO ,. mou: oo•) zc~_~-a«~ , __~ „ F?`~/ISc~~ F~~RUAR`! 18, lco8 PARCE! 3 CROSSROADS COMMERCIAL A °P.FiCc! CF L~NC I.CCa i ED IN TT-;E Nvv'Ja OF i ~E VW :/° GF ScCT10N ;. T.3N., R. ~E.. a.M.. %~C~'. CGUN ~`.'. IOArO, NICFE ?~,rZi1C~LariLY OESCRIEcID .~S FOLLO'NS: COtiibIEiVC:NG a ~ i FIE COFcVE~ COMMON TO SE% i IONS a. 5. 8 A~vO THE Salo SECTION 9, F:cCM ~/~MIC:-i T~:E 1/~ CORNER CCMti1GN i0 SA10 SECTIONS < a,NG ` ~E~t=cS you ~ r. as°22'1G' EIS ~ , ~5~~.~' E = ~ : T-r.E~1C jCl.'1:-: 8S`2?' .C" E~.S i . 'C ~ T.Sb -=-i i C A POIN :: i',-;~~1Cc SOUir. 1 -0t?'1 ~" i^/ES-, ~c".Gi _.. 1 TO A. FOINT CN i ~E SCI; i f-'.Er~cLY RICi-i ~ -OF-ANA" OF F~.~RVIEiV ~=.VEVI.'c. SAID ?CIN- EE?t~IC Tr~.E Rel. FCIN i GF BEr=~NNING. T~EVCE. GCN i iNU1NC SCI: ~ ~ ' '0~' ~ 3" il~icS ~ : 5~~.%' _` _ ~ ' J ^ rG`I~V ~ GN i nE c"7C i E=cIOF. SCI.'NC%~R~•' ~:, lE %F CrcOSSF.Gt:OS SUeCi~/ISICN VO. ~ Aj FiL IN eGOK ~ ~ CF =~_~.TS ~: r'%.Ccj ~`-9 :~NC• ~~~~~'cEC.CnCc CF %-.D~. CCI;N-`(, IOAI=O i =EvCE %~l-CNC S.-.ID =::-cR~CF SGI:rICAF~Y ~IwE NGR i :-: cc ~~ : -%.''/`IcS-. Z9~ 5' r==~ .C,=. =Clrii. r-;EivC= C~N-1~~CI,VG ~~GNG Sa10 E:c~=:GF. EGI;NG~=-.~'' I:NE SGUT~- Tr-~VC = l_==.~~ING S:-.IC E;C ~ =.=c:Cf; SGI:v(;t~.R'~ ! INE wGF, i ; : ~8°~ ,•_C•' ~/~/Ej . Ego ; ; ~ ~.~- ~ o ~ ~cIN ~ c•N -~E .=s ~ ==.~Y -1c~; ~ -c~-i~IFY ~F ~ E~G~_ =~o~~ ~s ~ a ; E :-~IG~wAv ~~;. TIjEvCE Ai-GNG S.=.IC RIGS-: ~ -C1=-'N.;.`! VG~~ ~ :--~ 0 ~ 'CE'=~~ E~ S . 8T'J. ~Q ; E_ r~ A F=CIN` ~ NCF'1- ~a':G'~ : ~~S i is : ~~ r _._ ~ . ~` A ~Clf` ~ Cw 1 ..:c i r-__ivC'c ~.:,~~;-'C_=.! ~ nIG~-. ..=-~rrFY OF =;=.~F,~/~Err~~r=vl:~== c:.C=_ ~ o~ z ~;~1'1 ~ ~1T ~ :, • I ~~. U ~ Yo _ V'l r y r ~.~ 1=vo ~ ioy~o __ T1-:ENCc SOUTH 8°° -5'Za~' EAS ~ , a02. ~2 F==T i O THE R~°~L POIN ~ pF EEGINNINC CCNTr.INING 20 ~~ ACRES. (SEE.?a % SQUARE FE~IVIORE OR LESS PFEPAREJ BY. !~iU6Bl_E ENGINE=r~ING. INC. ~Al- ~O o -` a 29 a~ ~Irel59~ ~AF~r OF \~}~ .~,~c~- CGCMrv/CRcommi-ark C=E~:~R`.' G. CP.Fi i =R. P.! .c t ~uo7 00~ ~LLI.L~CF TITLE p; 73 0o r7 f~S t'093]d9)8: J -'~-~~, LE EvGINEERING, INC. ., v~j o~=p ~ee;,el Cur. =orse. laaro 2JiG9 r --- - Sua~ cc ~c - p?r ~ON AG~__:._N i ~ =~FiUAP.Y 9. ;S=E PROJECT NO °PCOtCO PARCEL a CROSSROADS COMME=cC:AL A PARCEL CF t~NO t_CCa'-c~ IN 'rtE NGRTFi h=ALF CF . FNE uWtld OF SECTION ?. ,~ . A[,'A couNTY. lopr~o. vtcRE FAR`:CUI.-4RLY ~E~c:~ISE~ AS Fcliows T 3N.. R. tE.. 8. , nE 5,10 Sc TION S. s aNC 9 6EAr~S SOU i I; COMMENCING ?~~ E C~ RNEr~ COMMONOOE X10 SECS ICNNO FROM W1-'•ICI-+ ~ o ,?• ; S°'22'10" ~qST. 2E~9.c~ FEET: ~ riEVCE SOUTH 8..' ~ C" E~.S 1. tOt i .28 ~ ~ ~ ~ RlGii i O~ - T:-{EVCc SO1.:TN i'~5•t3' WE ~~~Oc POINT 6EIONG TrIE REAL PCtN COF EEGINNING- WAY OF FAIfcV1E`N AVEVUE... rn~vC` A!_GNG SAID SCUT-r=ERLY F~ICNT-CF-WA`.' SOU ~ r1 39° ~`-• ~°^ F ~S ; . tC~O. = t Fcc,r TO A PCIN ~: _ ~'CC" WEST. 8~t.'' Fc=r TC .> rGINT GN :~E NCF'c-:-+ 7r:E~1C= SGI%i`i CC`2_ - ~c rIL=O IN SCOK 7= CF Pl_~-c SCUNOAR`: L:NE ~-F CROSSROADS SUe01~/ISIC?N NC. ~ ..~ - AT FAGES i%%~ ANO "~0 ~ECCROS CF .',OA COUNT" tCAr:C: -HE ~-cNOEO A~VO VOF~T`: ~CL'NCAF.Y L'NE CF S.:.O T}=EvC~ ALONG = NCRTN 39'3~•3~'• WEST. :G~~._5 ~__' O a ~OIN~ c~cssnoA~s s;Jecl~/I~IcN ~c N FCT}i t'C8't'_.. EIS ~ e3t.~2 =-rT TO '`-{E nE~.C orjIN T CF 6cr=iNNING T1-!E~uCc C CONTAINING :9.0`- ;~C?.ES (13E2.5CC SCUARE rr=cE~. MCRE OR '-_~' PFCE=.qRE~ ?Y. I!UEEL= ENGINE=:~:N.C• I~vC. ~~ S' ~ .i ~ ~• r ~ , ~ ~ - 1 a 7729 ~, z~~~~~t~~ ~~' ~~~ a ;.c=.-= ~ - ~ s f ;~ ~; , 8 iT ~~ ~{UBBLE ENGINEERING, INC. o 9550 Bethel Court t3oise, Idaho 83709 ~S. ~~ Project No. 9925000 208/322-8992 Fax 208/378.0329 January 4, 2000 BOUNDARY DESCRIPTION FOR PHASE 1 FAMILY CENTER, MERIDIAN A parcel of land located in tt~e Northwest 114 of Section 9, T.3N., R.I.E., Q.M., Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at the northwest comer of said Section 9 from which the West 1/4 corner of said Section 9 bears South 01'08'42" West, 2649.45 feet; thence South 64°35'27" East, 200.42 feet to a point on the southerly right-of-way line of West Fairview Avenue, as described by Exhibit "t3" of warranty deed Instrument No. 99072864, Records of said Ada County, said point being the REAL POINT OF BEGINNING; thence along said southerly right-of-way line South 89°22'10 East ", 317.30 feet; thence North 87'53'02" East, 500.81 feet; thence South 89°22' 10" East, 954.73 feet; thence leaving said southerly right-of-way line and along the westerly right-of-way line or Records Avenue, as described by Exhibit "C" of said warranty deed Instrument No. 99072864. Itie following courses: thence South 44°28'35" East, 41.07 feet; thence South 00°25'00" West, 344.46 feet; thence South 9°55'31" East, G9.63 feet; thence South 00°24'57" West, 241.74 feet to a point on anon-tangent curve to the left; thence along said curve 54.02 feet, said curve Laving a radius of 199.89 Feet, a central angle of 15°29'04" and a long chord of 53.86 feet which bears South 8°58'50" East; thence South 18°08'07" East, 80.48 feet; thence South 07°20'43" East, 10.47_ feet to a point on the northerly boundary of Crossroads Subdivision No. 5, as filed in E3ook 75 of Plats at pages 7779 and 7780, records of Acfa County, Idaho; thence leaving said westerly right-of-way line and along said northerly boundary of Crossroads Subdivision No. ti as f-irtedf in°t3ook 7 ofsPlatsfat Pages 75119 and 75201 re~ords of Crossroads S bd Ada County, Idaho; ~~. thence leaving said northerly boundary and along the northerly boundary of said Crossroads Subdivision No. 4, North 89'35'32" West, 796.15 feet to an angle point thereon; thence South 01°08'13" West, 62.50 feet to an angle point thereon; thence North 88°51'47" West, 287.81 feel along said northerly boundary to the northwest corner of said Crossroads Subdivision No. 4; thence leaving said northerly boundary line and along tt~e westerly boundary line of said Crossroads Subdivision No. 4 South 01'08'13" West, 291.48 feet to the most northwesterly corner of Crossroads Subdivision No. 1, as filed in Book 65 of Plats at Pages 6644 and 6645 records of Ada County, Idaho; thence leaving said westerly boundary and along the westerly boundary of said Crossroads Subdivision No. 1, South 01'08'13" West, 620.13 feet to a point on anon-tangent curve to the left, said point also being on the northerly right-of-way line of E. Presidential Drive; thence leaving said westerly boundary line and along said curve and said northerly right- of-way line 205.24 feet, said curve having a radius of 258.82 feet, a central angle of 45°26'02" and a long chord of 199.90 feet which bears North 66'08'49" Wesl; thence North 88°51'50" West, 445.36 feet to a point on a tangent curve to the right; thence along said curve to the right 47.13 feet, said curve having a radius of 30.00 feet. a central angle of 90'00'32" and a long chord of 42.23 feet which bears North 43°51'34" West, to a point of intersection with said curve and the easterly right-of-way line of Eagle Road as described in warranty deed Instrument No. 8857970, records of said Ada County; thence leaving said northerly right-of-way line and along said easterly right-oi-way line North t°08'42" East, 1589.72 feet to an angle point thereon; thence North 58° 10'31" East, 134.35 feet to the Real Point of Beginning, contains 50.11 acres, more or less. Prepared by: RUBBLE ENGINEERING, INC. 1 /Mend~anCrossroads2/F'1S/vw~famdyCentcr-©oundary Oes Patrick J Scheffler. P L.S. ~, .-~ Developers ~. ~~~ Diversified ® Realty Corporatlon iOAN U. ALLGOOD Vice fYesldcnt. Secretary .uid General Counsel April 2. 2001 Ms. Shari Stiles Planning Department City of Meridian 200 E. Carlton Meridian, Idaho 83642 RE: Authorization to File Applications Oear Ms. Stiles: With respect to property within the shopping center located at the intersection of Fairview Avenue and State Highway 55 known as Meridian Crossroads, please be advised that Larry J. Durkin, President of The Dakota Company, Inc., is authorized to execute and deliver to the City of Meridian the following documents on behalf of TFCM Associates, LI.C and Developers Diversified Realty Corporation: 1. Application for Conditional Use Permit; and 2. Any other documents required in connection with ttie filing and processing of such Application. Very truly yours, ~~~~~ JA:eab cc Larry J Durkin 3 300 r.ntcrp~tsc Parkway, I' O [Sax 21E3041, ES~aI h~.'~xXt. Ohio 44 1 L2 • ~ ti~ AFFIDAVIT OF LEGAL INTEREST STATE OF OHIO ) SS: COUNTY OF CUYAHOGA ) I, JOAN U. ALLGOOD, 3300 Enterprise Parkway, Beachwood, Ohio 44122, being first duly sworn upon oath, deposes and says: 1. That TFCM Associates, LLC is the record owner of the property described on the attached, and I grant my permission to The Dakota Company, Inc. to submit the aooompanying 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 ~~ of April, 2001. TFCM ASSOCIATES, LLC a Utah limited liability company By DDR Family Centers LP Its Member Manager By DDR DownREIT LLC Its General Partner By Developers Diversified Realty Corporation, its Managing Member By: C~'`'G~- ~~~- Joa U. Allgood, nior Vice President SUBSCRIBED AND SWORN to before me the day and year first above written. `~-~ Q. Nota blic ELIZABETH A. EiEPRt Notery Public, Stata of Ohio, Cuya. Cty. 1!y Commission ~Itee Ile[. 8,2cc3 _..._.. _ ~ ~ CERTIFICATE OF [NCUtv[BENCY OF DEVELOPERS DIVERSIFIED REALTY CORPORATION The undersigned, Joan Allgood, hereby certifies that: 1. Shc is the duly elected and acting Secretary of Developers Diversified Realty Corporation, an Ohio corporation (the 'Company"); and 2. Each of the officers of the Company whose name and signature appear below is a duly elected, qualified end acting officer of the Company, holding the office or offices of the Company act forth opposite his or her name, and the signature set forth opposite his or her name is his or her own genuine signature and which officers are authorized to act on behalf of llte Company: Name Scott A. Wolstcin lames A. Schoff David M. lacobstein Daniel B. Hurwitz loan U. Allgood Eric M. Mallory William H. Schafer Joseph G. Padanilam Joltn A. Collier Title Chief Executive Ofticcr Chief Investment Officer President & Chief Operating Officer Executive Vicc Presidcnt Senior Vice Presidcnt, Secretary 6c General Counsel Senior Vice Presidcnt & Director of Development Senior Vice Presidcnt & Chief Financial Officer Vice President of Invcstmcnt & Planning Treasurer Signature Q J ~.~_ '/ .._ I~__I~7 IN WI1'NI:SS WHEREOF, the uttdcrsigttcd has cceculcd end delivered (Iris certificate in the name and un behalf of the Company as of __ APr t L 2 , 2001 q',' _ , / • ~GG~S~" Joan (good, Sccrcta The undcrsigncd, David M. lacobstein, hereby certifies that Ix is the duly elected and acting Prcsiduu of the Company and that loan Allgood is the duly elected and acting Secretary of du Company, drat he is authorized on dte Company's behalf to deliver the foregoing certificate and that the matters act forth in the foregoing certificate arc true and correct. IN WIiNI:SS WHGRL•Of, the undersigned has caecuted and delivered this certifcatc m the name anJ on behalf of the Company as of _____ Aprll 2, 2001 .~ ---- David M Jacobs( ,Prcsidcnt a °~ ,.~ .~ ,~ N SF z = R' W ~, '9 ~? r ~~ , D Z ~F L1 „~ ''' v m y `~ ~€ r ~ ~~ g 4 a ~8~~7~g~ ~~ k f6~~P ~i 7~• ~°m sE~ ?~~ Z ~ ~ ~ \~k -~ ~~ ~~$ y R~ f. Rid bo 8 YYS ~~ ~~4 r a^ g 8 ~i a.~ ~g :°n~ R. ~~ ~ R MR 6 1;~ ~9'~I, ~~y 35.° n 8,' i 5 `e o 2 8w I X O Yp v A n 8 • ~ r m m ~~g~Rfi°6' ~~~u ~r"g~'6 ~ 0 4R1~~~ ~F"~ €g">~~ 8~o€~~~R ~4~° RR~~ g~~~F~ao F~~~ ~g~v R Ro Y ~A ~~m ~ ~~~ ° P -_ . ---r --- -- _._, ~~~ _, __ , __ ~- - n ,~i~,E -- --5- ~,~ i ~~; ~ ~ :_ ~~ ~~ -~ v,, ,~~ ~ n~~ -- _.- _ ~~_ _ a g S 3 s3 j~ 3a S 3 ~s; 4~ aq o 3 g3 _o S _~~ G `s o,3 '~ b3o.so _ -_ °3d 'q AO - ?4~n .a 9 ~?'3' axe,; ~ ono, a s~;a '~; -_ ao m ~~; ^„oo M' °33„ °3°3~Fo 3 eg oa ;Q~-_ 3~n. fA ° u$ 3°~ ~ 'Y2 ~~es ° _ - 3 i1cN .'.~ _ 3 ~3 ~ 4 ~- - ~ q33 - ~___ 3° x 4~ 3 0.3 4 4 ° _ ~ ° M°Qn _4 _ _ 3 n = ' n D / 'D r m m m rn TRASH ENCLOSUF 10' ~ BATA FRESH MEXICAN GRILL / 1 • t01 ,w `mss'' ~ o u ~ ~ ~~~ mNaors~or yds r/ ~ Mtnmur caossxaos s~arrext c~nm mm~~,w, mnFp ARCHITECTS kl ~~~~ r~ ~ ,~ • CERTIFICATE OF ZONING COMPLIANCE & PLAN REVIEW CHECKLIST City of Meridian (Rev. 2/1/02) Site Review/Conforming Elements Comments Com lete * Project must comply with all approved permits, plats or Development. Agreements associated with the dot or arcel. 1. Zoning District (permitted use, CUP, AUP, variance, etc. 2. Flood lain District ~,~~ . GU• '~ 3. Landsca in Must be in compliance with the the Landsca a Ordinance 4.Off-Street Parkin a # of Stalls dimensions, etc j'j Dr . Si b) Handicap Stalls (van accessible, aisles, si na e c) Aisles (width, location) 5. Trash Areas a Location `~ b 3-Side Screenin ~ 6. Under round Irri ation z 7. Sidewalks/Paths ~-'' ~ '~'"'~ ~''i w "''~` / 8. Streets (R/W dedications, etc.) 9. Lot Requirements ( ~~~ ~,,~ s~111 stw~~~- a) Lot Area (note restrictions on use of undevelo ed ortion o lot ovt~l• b) Street Frontage c) Setbacks d) Coverage 10. Fencing h / 11. Fee of $60.00 1. ACHD approval letter required for curb cuts, road widening, for all new projects. 2. Pressurized irrigation can be waived by City Council only if no water rights exist to subject property or developer deeds land to City for a well. 3. City will permit one hook-up to municipal water for irrigation per site. 3. Trees must not be planted in City water or sewer easements. 4. Applicant must submit a copy of recorded deed or plat as evidence of the road dedicatioprior to CZC issuance. rbv~f" Rev. 2/1 /~2