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HomeMy WebLinkAboutApplication Charlene Way From:clerk@meridiancity.org Sent:Friday, August 6, 2021 12:08 PM To:Charlene Way Subject:Development Application Transmittals - Fairview Row Townhomes CUP H-2021-0049 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Fairview Row Townhomes CUP H-2021-0049 Hearing Date: 9-16-2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Commission Hearing Date: September 16, 2021 Planner: Joseph Dodson File No.: H-2021-0049 Project Name: Fairview Row Townhomes Request: Conditional Use Permit for a multi-family development consisting of 16 attached townhome units on 1.02-acres of land in the C-G zoning district,by Riley Planning Services. Location: The site is located at 2065 E. Fairview Ave., in the NE 1/4 of the NW 1/4 of Section 8, Township 3N., Range 1 E. �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0049 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: PENELOPE RILEY, RILEY PLANNING SERVICES LLC Phone: Applicant address: P.O. BOX 405, BOISE, ID 83701 Email: penelope@rileyplanning.com Owner name: JASON MONKS, J2K LLC Phone: Fax: Owner address: 1002 W. WASHINGTON, MERIDIAN, ID 83642 Email: Agent name(e.g.architect,engineer,developer,representative): PENELOPE RILEY Firmname: RILEY PLANNING SERVICES LLC Phone: Fax: Address: P.O. BOX 405 Email: penelope@rileyplanning.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 2065 E FAIRVIEW AVE Assessor's parcel number(s): R7104251802 Township,range,section: 3N 1 E8 Project Description Project/Application Name: Fairview Row Townhomes-ALT, CUP Conditional Use Permit (CUP) request for a multi-family development of 16 townhome units on 1.02 acres of Description of Work: land in the C-G zoning district and a request for Alternative Compliance (ALT)to reduce the the required landscape buffer along the Wilson Lane extension. 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Is this application exempt from fees?: No Alternative Compliance-ALT: CHECKED Conditional Use Permit-CUP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0383 TYPE OF USE PROPOSED Residential: CHECKED Townhouse: CHECKED Multi-Family: CHECKED PROPERTY INFORMATION General Location: 2065 E. Fairview Current Land Use: Single Family Residence Total Acreage: 1.02 Prior Approvals(File Numbers): ORD. #721 - Butte Fence/Elliott AZ (1995) Traffic Study Required per ACHD: No ZONING DISTRICT(S) C-G: CHECKED FLUM DESIGNATION(S) Commercial: CHECKED PROJECT INFORMATION Who will own and Maintain the Pressurized Irrigation System in this Development: Property Owner Irrigation District: NMI D Primary Irrigation Source: Surface if available Secondary Irrigation Source: domestic Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 12,151 Minimum Square Footage of Ground Floor Area for Multi-Story Units: 11,562 Proposed Building Height: 33 feet What was the date of your pre-application meeting?: 06/15/2021 What was the date of your neighborhood meeting?: 06/15/2021 In Reclaimed Water Buffer: No PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: MULTI-FAMILY Total Number of Units: 16 Number of 2-3 Bedroom Units: 16 Number of Units Containing 1,200+sq.ft.: 16 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 QUALIFYING OPEN SPACE Plaza(s): CHECKED Collector Street Buffer(s): CHECKED Arterial Street Buffer(s): CHECKED Other Qualified Open Space: Linear open space at least 20' x 20' Acres of Qualified Open Space: .0212 Percentage of Qualified Open Space: 20.7 QUALIFYING SITE AMENITIES Picnic Area: CHECKED Other Qualified Site Amenities: plaza/water feature TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: P. Constantikes MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 x 405 RILE' PLANNING SERVICES P.O.Boise,,ID 83701 July 5,2021 City of Meridian Planning&.Zoning Commission Mr. Joe Dodson, Current Associate Planner City of Meridian Planning Department 33 E.Broadway Avenue, Suite 102 Meridian, ID 83642 RE: 2065 E. FAIRVIEW AVENUE/FAIRVIEW ROW TOWNHOMES CUP/ALTERNATIVE COMPLIANCE/WAIVER Dear Commissioners and Mr. Dodson: On behalf of Tradewinds General Contracting and the property owner,please accept the above referenced applications for the parcel located at 2065 E.Fairview Avenue. A Conditional Use Permit for the proposed infill development of 16 townhome residences in a CG Zone is attached. Other included applications are: Alternative Compliance for the Wilson Lane landscape buffer. THE CONTEXT This site is located within the so as a E. °4, ` VPIACE`1o= highly developed area around the cxiT�►r� "� �� � � East Fairview Avenue and Locust GFSiPARIi StL�GATEL��. _'U ` P#- i Cnso f�--vow D Grove Road intersection. cr� - ° ` pug — Frontage on E. Fairview Avenue D01E XEAbOU 5 is the northern boundary of the DORIS �EstRL '`Z - 01- SOL Subject site P site and the future Wilson Lane and CDI]t+rXt _ (to be extended with this project) --- ___ . will be the southern bound En7��-- � �c�o#.«e •4c�arr°ao ary. PUASA,� , The site is zoned C-G along with R.4 , i 'k''� o r�stWV most of the surrounding area to ►�c�i, '� r ; x at�tr�s cE kiT.0 0., r �r:o� r use a�; the east,west and south except AMR ot-®.ate _:ti ...... O for some 1-L parcels. As a part of r ADD TO!' SOQ' Ri15 �fi0.�`•->. .. . ....i£ , x PEE : , , .. 0 GUM.-FE � the Pine 43 development,there is r041 t NOQ3_ �. O H R-15 residential near-by, and at tiP e°0I ESILf� . ,►,$A11 the southeast corner of Wilson and Locust Grove there is an R- 70 4!Q -M 40 residential development. LAND USE PLANNING • DUE DILIGENCE - INDIVIDUAL ASSESSMENTS Fairview Row Townhomes is an infill project as provided in the UDC with 80%of the surrounding area within 300 feet already developed,where public utilities, schools, and fire protection are provided. With access constraints and abutting existing and in process approved commercial under construction, the row townhomes complement the vicinity and will support retail, commercial and employment. The subject site is deep and narrow with dimensions of about 100 feet wide and 385 feet long excluding the ROW dedication to ACHD and no connectivity to the east or west. Access to the site is primarily dependent on the Wilson Lane connection to Locust Grove Road. Emergency services access only is proposed for Fairview Avenue. With an extensive array of retail, commercial, food and service options in the immediate vicinity, residential is appropriate for the site especially in light of the fact that the site does not fit the description for General Retail and Service Commercial. UDC identifies C-G as: ALLOWED USES. Largest scale and broadest mix of retail, office, service and light industrial uses; and LOCATION. Close proximity and/or access to interstate or arterial intersections. Given the geometry of the site,the uses—existing and proposed, adjacent to the parcel to the cast and west that have direct customer access to Fairview,which this site would be barred from having, this parcel isn't a good candidate for commercial,retail and office/service uses. SITE AND BUILDING DESIGN Originally the project team explored a vertically integrated model for the site with 2 small commercial spaces along Fairview Avenue and 17 residential units. As discussed above,this option would very likely fail to function as intended so the team changed the site design to sixteen 3-story townhomes with full size 2-car garages as leased dwelling opportunities. These townhomes are very generous in size and provide a complementary residential option within the vicinity with a unit square footage of 2,067. With the walkable and bikeable access to so many daily need options in the immediate vicinity and a wide variety of goods and services, as well as employment opportunities,the project team believes this is an appropriate and community contributing use of this unusual and awkwardly shaped parcel of only 0.871 acres_ Care and attention to detail drove the design of the site and residential units by neUdesign. Six finishes are proposed ■ ■ with two colors of stucco, two types and colors for siding, stone cladding and 30 year architectural asphalt shingles. Glazing locations add symmetry and wall plan variation adds interest. Side elevations face the street frontages necessitated by the restricted width of the site, the variety of colors,materials, LAND USE PLANNING - DUE DILIGENCE - INDIVIDUAL ASSESSMENTS wall planes and a mix of window sizes wrapping to the sides, as shown above, along the street frontages will add distinctive interest to the buildings in general and the street frontage in particular. Along the cast face of the residences abutting Pine 43, a pleasing symmetrical design incorporates a repeating pattern of wall planes, complementary use of color and material and window placement. Facing the front elevation to the east harmonizes with the high-end commercial development coming online next door. With the solid block wall on west the service drive was placed on that side. Each residence has two balconies at about 100 s.f LSP updates in each for a total of about 200 s.f. of personal private P space. The open space for the site is a total of process 6,390 s.f and is about 15% of the site with 399 s.f of open space per dwelling which is in excess of the required 350 s.f minimum required by the UDC. Pedestrian connectivity to the east is provided and cross connectivity to the commercial and retail development to the west is possible with cooperation from the adjacent property owner. Surface guest parking and an ADA space are provided between the two buildings. With the individual 2 car garages and the surface parking blocked from street view,parking will not be visible with the proposed townhome community and this enhances the visual character of the proposed residential development. The open space—both the plaza and linear open space along the front of the residences is not located adjacent to either streets except for the north and south ends. The site design is sensitive to the surrounding neighborhood and integrates with the commercial development abutting the site on both sides. The landscaping, amenities and pedestrian circulation is focused on the east side of the site with green space connecting the residences and a plaza area E with guest parking, bike parking and a water feature. Newport Purple Leaf Plum trees will provide shade across the length of the two residential building front elevations combined with shrubs and ground cover offer a pleasing area for residents to gather. Parkway Maples punctuate the corners of the plaza area as well as along the Fairview Avenue frontage. Foundations along the street frontages are generously planted with colorful shrubs. Trees along the west site boundary are not permitted due to overhead power lines although two of the three existing Honey Locust are intended to remain along with the existing Arborvitae. The remaining area will be planted with Juniper and Dogwood. LAND USE PLANNING - DUE DILIGENCE - INDIVIDUAL ASSESSMENTS The landscape plan provides information about existing trees onsite,those to be removed and which existing trees are to be mitigated in cooperation with the City of Meridian Arborist. With so many options available to residents for employment, shopping, dining and entertainment in the vicinity the project team believes the proposed townhome community is the best option for the site and the design accommodates the difficult geometry with a positive outcome. ACCESS AND WAIVER OF UDC 11-3A-3 A.l Right-of-Way will be dedicated to ACHD for most of the Wilson Lane connection and will be constructed to the extent possible given that the remainder of the street ROW will be dedicated and constructed by the property owner directly south of the site. Additional ROW will also be dedicated for the expansion of E. Fairview Avenue currently being designed by the District_ The emergency access to E. Fairview Avenue is necessary to meet Fire Department requirements. A cul-de-sac turnaround would consume a substantial portion of the site and present an unnecessary swath of pavement immediately adjacent to the Fairview frontage. ALTERNATIVE COMPLIANCE---Landscape Buffer Alternative compliance is requested for the south landscape buffer along Wilson Lane. The total frontage along Wilson Lane is about 100 feet with the structure occupying about 38 feet— a relatively short distance. To mitigate this reduction in setback the landscaping along this portion of the site is planned to be densely planted. It appears that the UDC that may not require a landscape buffer along Wilson in 11-3B-7 B.,where under B.Applicability, it is stated that landscape buffers are required along streets except for local streets adjacent to single family residential, duplex and townhome properties. Regardless,the landscape plan endeavors to meet the highest standard whether or not the buffer is required. SUMMARY The Fairview Row Townhomes meets the purpose of the structure and site design standards with provision of interconnecting network of walkways with adjacent developments, limits the visual impacts of parking, integrates with the surrounding uses and character of the area, and provides an attractive development that contributes to the community despite the awkward site geometry. These townhomes and well conceived site layout will provide an opportunity for alternative transportation choices, enrich the vicinity with quality housing, complement the adjacent properties, and greatly improves and updates the visual aesthetic of the street frontage. Your positive consideration for this proposal would be greatly appreciated and the team respectfully requests approval. LAND USE PLANNING - DUE DILIGENCE - INDIVIDUAL ASSESSMENTS Please do not hesitate to contact me if you have questions or need additional materials. Best regards, RILEY PLANNING SERVICES LLC Penelope Constantikes Principal BAND USE PLANNING ■ ❑UE ❑ILIGENCE - INDIVIDUAL ASSESSMENTS ADA COUNTY RECORDER Christopher D. Rich AMOUNT 13.00 2 BOISE IDAHO 01/18/2011 04:07 PM DEPUTY Bonnie Oberbillig SimpliFde Electronic Recording I IIIII IIII IIIII IIIII RECORDED-REQUEST OF IIIII I IIIII III IIII II IIIII II IIIII IIII IIII Tit 1 e On e TITLEONE BOIS 111005911 a title&escrow co. Order Number:A1095518 ST/LSD Warranty Deed For value received, j Roger W.Worley,Jr.,Trustee of The Roger W.Worley,Jr., Living Trust dated June 27,2005 the grantor,does hereby grant, bargain,sell, and convey unto i J2K LLC, an Idaho limited liability company i whose current address is 1002 West Washington, Meridian, Idaho 83642 i E the grantee,the following described premises, in Ada County, Idaho,to wit: A part of Lot 6, Pleasant Valley Subdivision, according to the official plat thereof,filed in Book 12 of Plats at Page 665, records of Ada County, Idaho,described as follows: Beginning at the Northwest corner of Lot 6, Pleasant Valley Subdivision, in the West quarter of Section 8, Township 3 North, Range 1 East, of the Boise Meridian,Ada County, Idaho,designated as the Point of Beginning;thence Southerly along the West boundary line 450.5 feet to a point;thence Easterly at a 90 degree angle, 100 feet to a point;thence Northerly and parallel to the West boundary of Lot 6, a distance of 450.5 feet to a point;thence Westerly and parallel to Fairview Avenue, 100 feet to the Point of Beginning. Except the following the described property: A strip of land situated between the North line of Lot 6 of the Pleasant Valley Subdivision, and a line parallel to and distance 50.0 feet Southerly from the following described centerline of highway as surveyed and shown on the official plat of U.S.30, Project No. F3281(5) Highway Survey on file in the office of the Department of Highway of the State of Idaho,and lying in a portion of the Northeast quarter of the Northwest quarter of Section 8, Township 3 North, Range 1 East, Boise Meridian,Ada County, Idaho, as follows: i Beginning at Station 86+61.0 of the said Highway Survey,which station is a point on tangent approximately 10.2 feet North and 1161.6 feet West from the North quarter corner of Section 8, Township 3 North, Range 1 East, Boise Meridian;thence running South 89058' East 193.7 feet to Station 88+54.7 feet of said survey which station is a point on tangent approximately 8.5 feet North and 967.9 feet West from the North quarter corner of Section 8,Township 3 North, Range 1 East, Boise Meridian,Ada County, Idaho. And Further Excepting Therefrom that portion of Lot 6 as conveyed to the Ada County Highway District by I Corporation Warranty Deed recorded March 18, 1996 as Instrument No. 96022166, records of Ada County, Idaho. To have and to hold the said premises,with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s)of way, protective covenants,zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments(if any)for the current year,which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever.Whenever the context so requires,the singular number includes the plural. Dated: January;, 2011 Roger W.Worley, Jr., Trustee of The Roger W.Worley, Jr., Living Trust dated June 27, 2005 BY: ZM Roger W.Worley,Jr. Trustee State of Idaho, County of Ada, ss. On this / i'�'day of January, in the year of 2011, before me,the undersigned, a notary public in and for said state personally appeared Roger W.Worley,Jr., known or identified to me to be the person whose name is subscribed to the within instrument, as trustee of Roger W.Worley, Trustee of The Roger W.Worley, Jr., Living Trust dated June 27, 2005 and acknowledged to me that he/she executed the same as such trustee. Kotary Publke Residing at: C" My Commission Expires (seal) �a 1 a®*TARS ®®o®®000eoe•'' I i 5awtooth Land 5urveying, LLC �A W 7ELT F: (208) 398-81 04 F: (208) 398-8 1 05 2030 5. Washington Ave., Emmett, ID 83G 17 Parcel A Legal Description BASIS OF BEARING for this description is N. 89158'49" E., between a brass cap marking the northwest corner of Section 8 and an aluminum cap marking the N1/4 corner of Section 8, both in T. 3 N., R. 1 E., B.M., Ada County, Idaho. A portion of Lot 6, Pleasant Valley Subdivision, recorded in Book 12 of Plats, Page 665, Ada County records, located in the NW1/4 of Section 8, T. 3 N., R. 1 E., B.M., Ada County, Idaho more particularly described as follows: COMMENCING at a brass cap marking the northwest corner of Section 8; Thence N. 8915849" E., coincident with the north line of the NW1/4 of said Section 8, a distance of 1491.57 feet; Thence leaving said north line, S. 0129'54"W., 51.89 feet to a 5/8" rebar"PLS 11574"on the west line of said Lot 6 and the POINT OF BEGINNING; Thence S. 89130'25" E., 100.04 feet to a 5/8" rebar"PLS 11574"; Thence S. 0130'24"W., 378.68 feet to a 5/8" rebar"PLS 11574"; Thence S. 8915849"W., 99.99 feet to a 5/8" rebar"PLS 11574" on said west line of Lot 6; Thence N. 0129'54" E., coincident with said west line of Lot 6, a distance of 379.57 feet to the POINT OF BEGINNING. The above described parcel contains 0.871 acres more or less. r 11574 13EAGO. P:\2020\1 EMT\120312-2065 E FAIRVIEW BOUNDARY-TOPO-TRADEWINDS\Survey\Drawings\Descriptions\120312- PARCEL A Legal.docx RECORD OF SURVEY FOR TRADEWINDS CERTIFICATE OF COUNTY RECORDER A PORTION OF LOT 6 OF PLEASANT VALLEY SUBDIVISION, INSTRUMENT NO. 1 HEREBY CERTIFY THAT THIS INSTRUMENT WAS RECORDED AT THE REQUEST BOOK 12 OF PLATS, PAGE 665, RECORDS OF ADA COUNTY OF SAWTOOTH LAND SURVEYING, AT MINUTES PAST O'CLOCK_.M., LOCATED IN THE NW 1/4 OF SECTION 8, THIS DAY OF IN THE YEAR T. 3 N., R. 1 E., B.M., ADA COUNTY, IDAHO 2021 DEPUTY EX-OFFICIO RECORDER FEE:$ SCALE 40 0 20 40 80 (FEET) 1 INCH= 40FT N114 CORNER SECTION 8 E. FAIRVIEW AVE. BASIS OF BEARING CPF 2019-055314 — - - - - - - - - —6 5 CPF 2020-049766 N 89058 PLS 788049"E 2652.53' _ 7 8 PLS 5291 1491.57'--- -�� 100.05' 1060.91' --- V a, co N O1 O o M V POB ROW A can (99.99)(100.00') __ S 89°3_0'25"E_10_0.04' i PLS 6901 0 -- o o PLS 5617 o ROW A i •� 0.028 AC.t PARCEL A N 8903025"W 100.04' i I I RIGHT OF WAY TO BE DEDICATED I 1 i I I I LEGEND j -- -- PROPERTY BOUNDARY LINE --- SECTIONAL LINE I O I I LOT LINE 04 I DIMENSIONAL TIE LINE E-4 I 1 ROS 4675 I ROS 3550 I ROS 4101 SURVEYORS NARRATIVE — - - - — CENTERLINE I I SAWTOOTH LAND SURVEYING WAS CONTRACTED TO EXISTING DEED OR LOT LINE PREPARE A BOUNDARY RE-TRACEMENT SURVEY OF THE FOUND BRASS CAP MONUMENT SUBJECT PARCEL. THE INTENT OF THE OWNER'S ID TO DEDICATE THE RIGHT OF WAY AS SHOWN HEREON. THE Qo FOUND 518"REBAR AS NOTED NEW RIGHT OF WAY LINES HAVE BEEN MONUMENTED WITH THIS SURVEY. SET 518"REBAR/CAP w I I THE ORIGINAL BOUNDARY WAS ESTABLISHED WITH RECORD CALCULATED POINT OF SURVEY(ROS) NO. 3550 AND SUBSEQUENTLY FOLLOWED o �ri rn WITH ROS NOS. 4101 AND 4675 ON EITHER SIDE OF THE ( ) RECORD INFORMATION z I M PARCEL A M I ORIGINAL SURVEY. THE MONUMENTS SET BY THESE w 1 0.871 AC.t 1 SURVEYS WERE FOUND AND USED FOR THIS SURVEY. a- o CERTIFICATE OF SURVEYOR zl Iun REFERENCES: I, JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND Rl) RECORD OF SURVEY NO. 3550 SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS MAP WAS R2) RECORD OF SURVEY NO. 4101 DRAWN FROM AN ACTUAL SURVEY ON THE GROUND ON UNDER MY DIRECT j R3) RECORD OF SURVEY NO. 4675 SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, R4) PLEASANT VALLEY SUBDIVISION, BOOK 12, PAGE 665 AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO R5) ELLIOTT PARK SUBDIVISION, BOOK 82, PAGE 8914 PLATS, SURVEYS AND CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55 1601 THROUGH 55 1612. I 1 p$AL LANlI JEFF BEAGLEY w 11574 P.L.S. 11574 I I I i 40011, I FF BE I I RIGHT OF WAY I TO BE DEDICATED I SURVEY INDEX NO. 314-8-4-0-0-00-00 POB ROW B I S 8905849"W 99.99' • 2030 S. WASHINGTON AVE. i Q) ROW B M 0.103 AC.t M EMMETT, ID 83617 ILLEGIBLE rL WILSON IN. N N - -A� _ _ _ _ _ _ _ 9 _ (208) 398-8104 S 8905849"W 1489.13' 1 S 89°58'49"W 99.99' I �� /,/ FAX (208) 398-8105 � N — N y� 0 NO CAP N 89°40'07" W 99.98' NO CAP (99.99)(100.00') Lcn��uNeyiy� LLC WWW SAWTOOTHLS.COM SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG#: 1 OF 1 112021 WFJ JB 120312 120312-RS AFFIDAVIT OF LEGAL INTEIaEST STATE OF IDAHO } COUNTY OF ADA ) I, Jason A Monks, Manager, J2K LLC 2065 E. Fairview Avenue Meridian (name) Idaho (address) (city) (state) being first duly sworn upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Penelope Constantikes Riley Planning Services P.O. Box 405 Boise ID 83701 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian 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. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of 2• 7l _ , (Signature) SUBSCRIBED AND SWORN to before me and year first above written. CO*' 1.4 -1A0TARk'; a (Notary Public for Idaho) =z • PAOPUBLIC'p, = Residing at:_oo t!'1� ••No� ��,�,; My Commission Expires: z� ' . OF Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 N""v.meridiancity.orgg/planning (0 312 712 0 2 0) W CD CT1 Q0 0004242687 SAT SEAL STATE OF IDAHO �¢ 1E�` Office of the secretary of state, Lawerence Denney For Office Use Only y 4 C REINSTATEMENT ANNUAL REPORT -FILED- Idaho Secretary of State CD PO Box 83720 File#:0004242687 ATE o4 Boise, ID 83720-0080 `p CD(208)334-2301 Date Filed:4/8/2021 2:20:39 PM CDFiling Fee:$30.00 aD N CD Reinstatement Annual Report Form N Select one: Standard, Expedited or Same Day Service(see Standard (filing fee$30) descriptions below) N Current Entity Name J2K LLC The file number of this entity on the records of the Idaho Secretary 0000307171 N of State is: CD Organized under the laws of: IDAHO 1_0 Entity Type: Limited Liability Company(D) Entity Subtype: Limited Liability Company Subtype Limited Liability Company n (D Limited Liability Company Name: _ Limited Liability Company name J2K LLC (D The registered agent on record is: Q Registered Agent JASON A MONKS Registered Agent Physical Address 3865 S. BLACKCAT RD H NAMPA, ID 83687 C7 Mailing Address The mailing address of the corporation is: 2065 E FAIRVIEW AVE l-j MERIDIAN, ID 83642-5798 (D c-t Limited Liability Company Managers and Members Name Title Address 0 Jason A Monks Manager 2065 E FAIRVIEW AVE MERIDIAN, ID 83642 O The Application for Reinstatement must be signed by at least one governor. (fi Job Title: Manager c-t (D Jason A Monks 0410812021 Sign Here Date (D ri (D (D C:) (D (D k< Pagel of 1 Ada County Assessor This map is a user generated static output from an Internet mapping site and is for general reference only.Data layers that appear on this map may or may not be accurate,current,or otherwise reliable.THIS MAP IS NOT TO BE USED FOR NAVIGATION OR LEGAL PURPOSES. ip '►X r. uu .n ifJ 5TE 9• 9 ai a Gem 4 + M. 2p40 �T 21W () Boise rt �' L.' * I�+l •STE9 •STE'' 2100-' 2113 +°U�Ljw -I. �►. •2040 20 TE.5-STE Cam;o _r 21 STE3.ST•E t 2040. 5TE 1•STE I EInv-i• STE 1 ~' F + E E Legend ui,,rlewAve 4 I 1 Railroad Roads(2,000-4,000 s W` � .. 5' � <all other values> v 03 - Interstate fir. � ' [�'-14r ✓� `ix 1 ` ..1 I. � Ramp i L Principal Arterial w 4_ Sf 10? "I Collector ST iv Minor Arterial rr � =2,�,. a•r �. — Sf E 110 ST — Local i' �3.N 1 E 15 •r�f 4 �3 _ +53 i053 • F Parks Alley 'fir ��r-• y - t�� Driveway -�— _ Parks E�hlilr�:r Lr t Address PT s.I .q a 0 .".F`I ,;I. 1= ❑ Townships tU 1 1 II �.PTf1B s 3 s 1p J r ; Sections g 3 � Condos WY r� 1 PT $ 19 $ _ ❑ Parcels 9 �4 Ada0rthos2016 Red: Band 1 B .23 a• -+ 'rctirr a ;t - .. � Green:Band-2 r . - � r - Blue: Band 3 .. #t i v a 93 �' IAe 2,237.59 3/26/2020 A7,),L— Sawtooth Land Surveying, LLC P: (208) 398-8 104 F: (208) 398-8 105 2030 5. Washington Ave., Emmett, ID 83G 17 ROW A Legal Description BASIS OF BEARING for this description is N. 89058'49" E., between a brass cap marking the northwest corner of Section 8 and an aluminum cap marking the N1/4 corner of Section 8, both in T. 3 N., R. 1 E., B.M., Ada County, Idaho. A portion of Lot 6, Pleasant Valley Subdivision, recorded in Book 12 of Plats, Page 665, Ada County records, located in the NW1/4 of Section 8, T. 3 N., R. 1 E., B.M., Ada County, Idaho more particularly described as follows: COMMENCING at a brass cap marking the northwest corner of Section 8; Thence N. 8915849" E., coincident with the north line of the NW1/4 of said Section 8, a distance of 1491.57 feet; Thence leaving said north line, S. 0029'54"W., 39.89 feet to a 5/8" rebar"PLS 6901"on the south right of way of E. Fairview Ave. and the POINT OF BEGINNING; Thence S. 89130'25" E., coincident with said south right of way, 100.04 feet to a 5/8" rebar"PLS 5617"; Thence S. 0130'24"W., 12.00 feet to a 5/8" rebar"PLS 11574"; Thence N. 89130'25"W., 100.04 feet to a 5/8" rebar"PLS 11574"on the west line of said Lot 6; Thence N. 0°29'54" E., coincident with said west line of Lot 6, a distance of 12.00 feet to the POINT OF BEGINNING. The above described parcel contains 0.028 acres more or less. GIs 1157 s" OF vFFF BEAG�'�y P:\2020\1 EMT\120312-2065 E FAIRVIEW BOUNDARY-TOPO-TRADEWINDS\Survey\Drawings\Descriptions\120312- ROW A Legal.docx 11 JAW Sawtooth Land Surveying, LLC F: (208) 398-81 04 P: (208) 398-81 05 2030 5. Washington Ave.; Emmett, ID 63G 17 ROW B Legal Description BASIS OF BEARING for this description is N. 89158'49" E., between a brass cap marking the northwest corner of Section 8 and an aluminum cap marking the N1/4 corner of Section 8, both in T. 3 N., R. 1 E., B.M., Ada County, Idaho. A portion of Lot 6, Pleasant Valley Subdivision, recorded in Book 12 of Plats, Page 665, Ada County records, located in the NW1/4 of Section 8, T. 3 N., R. 1 E., B.M., Ada County, Idaho more particularly described as follows: COMMENCING at a brass cap marking the northwest corner of Section 8; Thence N. 89°5849" E., coincident with the north line of the NWl/4 of said Section 8, a distance of 1491.57 feet; Thence leaving said north line, S. 0029'54"W., 431.46 feet to a 5/8" rebar"PLS 11574"on the west line of said Lot 6 and the POINT OF BEGINNING; Thence N. 8905849" E., 99.99 feet to a 5/8" rebar"PLS 11574"; Thence S. 0°30'24"W., 45.06 feet to a 5/8" rebar"no cap"; Thence N. 89°40'07"W., 99.98 feet to a 5/8" rebar"no cap"on said west line of Lot 6; Thence N. 0129'54" E., coincident with said west line of Lot 6, a distance of 44.45 feet to the POINT OF BEGINNING. The above described parcel contains 0.103 acres more or less. cc CL 11574 s'/���i�p,�o BEAG�'� P:\2020\1 EMT\120312-2065 E FAIRVIEW BOUNDARY-TOPO-TRADEWINDS\Survey\Drawings\Descriptions\120312- ROW B Legal.docx 11 NAMPA& MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH,NAMPA,ID 83651-4395 Assessment# Assessment Number Report 886 - - 6A Mai1To: J2K LLC 2065 E FAIRVIEW AVE MERIDIAN ID 83642-5798 Deeded 1: J2K LLC Property Address: 2065 E FAIRVIEW AVENUE MERIDIAN ID Ada County Parcel#: R7104251802 Legal Description: BEG NW COR LT 6 PLEASANT VALLEY SUB, SEC 8 3N 1E,TH S 450.5 FT,TH E 100 FT,TH N 450.5 FT,TH W 100 FT TO BEG Status: Active Actual Acres: 1.11 Tax Roll 2020 Roll: Tax—Roll District Land: No Assessment Expense: 17.25 Tax Group: Regular Urban Irrigation: District Drainage: 2.74 TCCA: No Pending Segregation: No Ridenbaugh Maintenance: 0.00 LID: Pending Exclusion: No Project Maintenance: 0.00 Bankruptcy: No Tax Deed: No Urban Irrigation: 0.00 Delinquent: No Project Operation&Maintenance Project O&M 2021: 0.00 Excess Delivery 2020: 0.00 Water and Drainage Rights: Ridenbaugh Miner's Inches: Ridenbaugh Drainage Acres: Ridenbaugh Acre Feet: Ridenbaugh Acres: Project Drainage Acres: Project Acre Feet: Project Miner's Inches: Settlers Drainage Acres: 0.98 Arrowrock Acre Feet: Project Acres: New York Drainage Acres: Water Delivery: Comments: Notice Mailed to: 2020 J2K LLC 2065 E FAIRVIEW AVE MERIDIAN ID 83642-5798 2019 J2K LLC 2065 E FAIRVIEW AVE MERIDIAN ID 83642-5798 2018 J2K LLC 2065 E FAIRVIEW AVE MERIDIAN ID 83642-5798 2017 J2K LLC 2065 E FAIRVIEW AVE MERIDIAN ID 83642-5798 2016 J2K LLC 1280 W CLARINDA ST MERIDIAN ID 83642-4373 2015 J2K LLC 1002 W WASHINGTON DR MERIDIAN ID 83642-2053 Prepared: 02-Jun-2021 3:58 pm gfl Page 1 of 6 NAMPA& MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH,NAMPA,ID 83651-4395 Assessment# Assessment Number Report 886 - - 6A 2014 J2K LLC 1002 W WASHINGTON DR MERIDIAN ID 83642-2053 2013 J2K LLC 1002 W WASHINGTON DR MERIDIAN ID 83642-2053 2012 J2K LLC 1002 W WASHINGTON DR MERIDIAN ID 83642-2053 2011 J2K LLC 1002 W WASHINGTON DR MERIDIAN ID 83642-2053 2010 MOUNTAIN WEST BANK 2950 E MAIC VIEW DR# 150 MERIDIAN ID 83642 2009 BEL AIRE LEASING INC-WILLIAMS,KARLA 2065 E FAIRVIEW AVE MERIDIAN ID 83642 2008 BEL AIRE LEASING INC-WILLIAMS,KARLA 2065 E FAIRVIEW AVE MERIDIAN ID 83642 2007 BEL AIRE LEASING INC-WILLIAMS,KARLA 2065 E FAIRVIEW AVE MERIDIAN ID 83642 2006 BEL AIRE LEASING INC 2065 E FAIRVIEW AVE MERIDIAN ID 83642 2005 BEL AIRE LEASING INC 2830 DUANE DR MERIDIAN ID 83642 2004 BEL AIRE LEASING INC 2056 E FAIRVIEW AVE MERIDIAN ID 83642 2003 ELLIOTT INDUSTRIAL CO 2065 E FAIRVIEW MERIDIAN ID 83642 2002 ELLIOTT INDUSTRIAL CO 2065 E FAIRVIEW MERIDIAN ID 83642 2001 ELLIOTT INDUSTRIAL CO 2065 E FAIRVIEW MERIDIAN ID 83642 2000 ELLIOTT INDUSTRIAL CO 2065 E FAIRVIEW MERIDIAN ID 83642 History Log: 11. Segregated(27-Jun-2019 03:17 PM slafee) Instrument#: 111005911 Segregation#: slafee 2023 Description: 886--ROS11291 &Base#W/R's Correction Sec 8 3N I Canceled: 886--2, 886--2A, 886--3B,886--3C,886--5A,886E--, 886G--, 886Q-- Remaining-In: 886--, 886--1, 886--1A, 886--3, 886--3A, 886--5, 886--6, 886--6A, 886--7B,886--14,886--14A, 886--14B,886 --15,886--18, 886A--,886B--, 886C--, 886D--, 886H--,886J--,886JA--, 886K--, 886L--,886M--, 886N--, 886P-- New: 886QA--,886T-- Remaining-In Parcel Changed From: Prepared: 02-Jun-2021 3:58 pm gfl Page 2 of 6 NAMPA& MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH,NAMPA,ID 83651-4395 Assessment# Assessment Number Report 886 - - 6A Actual Acres: 0 Type:Deeded-1 Name: J2K LLC Address: City: State: Zip: Type:Mai1To Name: J2K LLC Address: 2065 E FAIRVIEW AVE City:MERIDIAN State: ID Zip: 83642-5798 Type:Property Name: Address: 2065 E FAIRVIEW AVENUE City:MERIDIAN State: ID Zip: Totals: RMI 0 RA: 0 PMI 0 PA: 0 RAF: 0 PAF: 0 AAF: 0 RDA: 0 PDA: 0 SDA: 0.98 NYDA: 0 Delivery: ----------------------------- 10. Update(03-Nov-2016 09:33 AM sburnham) Changed From: Name/Address: Modified: Type:Mai1To Name: J2K LLC Address: 1280 W CLARINDA ST City:MERIDIAN State: ID Zip: 83642-4373 ----------------------------- 9. Update(28-Oct-2015 04:06 PM sburnham) Changed From: Legal Description:BEG NW COR LT 6 PLEASANT VALLEY SUB, SEC 8 3N lE,TH S 450.5 FT, TH E 100 FT,TH N 450.5 FT,TH W 100 FT TO BEG Name/Address: Modified: Type:Mai1To Name: J2K LLC Address: 1002 W WASHINGTON DR City:MERIDIAN Prepared: 02-Jun-2021 3:58 pm gfl Page 3 of 6 NAMPA& MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH,NAMPA,ID 83651-4395 Assessment# Assessment Number Report 886 - - 6A State: ID Zip: 83642-2053 ----------------------------- 8. Update(07-Jun-2011 12:33 PM sburnham) Instrument#: 111005911 Changed From: Comments:RECEIVED AN UN-RECORDED DEED TO J2K LLC 1/20/11 SB Name/Address: Modified: Type:Deeded-1 Name:BELAIR LEASING INC Address: City: State: Zip: ----------------------------- 7. Update(20-Jan-2011 12:32 PM sburnham) Changed From: Name/Address: Modified: Type:Mai1To Name:WORLEY,ROGER W JR LIVING TRUST Address: 2758 W TIMBERLAND ST City:EAGLE State: ID Zip: 83616-4772 ----------------------------- 6. Update(22-Dec-2010 03:50 PM sburnham) Changed From: Name/Address: Modified: Type:Mai1To Name:MOUNTAIN WEST BANK Address: 2950 E MAIC VIEW DR# 150 City:MERIDIAN State: ID Zip: 83642 ----------------------------- 5. Update(10-Aug-2010 10:16 AM tcooper) Changed From: Name/Address: Modified: Prepared: 02-Jun-2021 3:58 pm gfl Page 4 of 6 NAMPA& MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH,NAMPA,ID 83651-4395 Assessment# Assessment Number Report 886 - - 6A Type: Mai1To Name:BEL AIRE LEASING INC-WILLIAMS,KARLA Address: 2065 E FAIRVIEW AVE City:MERIDIAN State: ID Zip: 83642 ----------------------------- 4. Update(16-Apr-2010 09:02 AM jshively) Changed From: Bankruptcy:Y ----------------------------- 3. Update(16-Apr-2010 09:01 AM jshively) Changed From: Bankruptcy:N Name/Address: Modified: Type:Property Name: Address:2065 E FAIRVIEW AVE City:MERIDIAN State: ID Zip: 83642 ----------------------------- 2. Update(26-Jan-2007 04:20 PM pbecker) Instrument#: 102136912 Changed From: Name/Address: Modified: Type:Deeded-1 Name:ELLIOTT INDUSTRIAL CO INC Address: City: State: Zip: Type:Mai1To Name:BEL AIRE LEASING INC Address: 2065 E FAIRVIEW AVE City:MERIDIAN State: ID Zip: 83642 ----------------------------- 1. Migrated(03-Mar-2006 02:50 PM Migrated) Prepared: 02-Jun-2021 3:58 pm gfl Page 5 of 6 NAMPA& MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH,NAMPA,ID 83651-4395 Assessment# Assessment Number Report 886 - - 6A Instrument#: 102132810 ----------------------------- Prepared: 02-Jun-2021 3:58 pm gfl Page 6 of 6 Webmail 7.0-Fwd: RE: 2065 E. Fairview Avenue-CUP Application... https://webmail.deluxeforbusiness.com/index.php?view=print#38037 Fwd: RE: 2065 E. Fairview Avenue - CUP Application f TIS From: Penelope Constantikes <penelope@rileyplanning.com> Date: 05/12/2021 10!52PM To: penelope@rileyplanning.com -------- Original Message -------- Subject: RE: 2065 E. Fairview Avenue- CUP Application /TIS Date: Mon, 5 Apr 2021 14.35:29 +0000 From: Mindy Wallace <Mwallace@achdidaho.org> To: Penelope Constantikes <penelope@riley_planning.com> Cc: Bill Parsons <bparsons@mendiancity.org> Penelope, You will need to submit an analysis for the driveway onto Fairview Avenue to demonstrate that it is needed to serve the site using the criteria in ACHD policy section 7205.4.4 Number of Driveway on Arterials since you have frontage on Wilson a lesser classified roadway. Please let me know if you have any questions. Mindy Mindy Wallace, AICP Planning Review Supervisor Ada County Highway District 208-387-6178 1 of 1 5/12/2021, 10:53 PM CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES ProjectlSubdivision Name: 2065 E. Fairview Ave. (2nd Pre-app) Date: 6/25/2020 Applicant(s)/Contact(s): Penelope(representative), Steve Martinez, and Pamela Gaines Staff: Joseph, Bill, Brian, Codee, Sam Zahorka,Terri, Steve O'Brian,Victoria Cleary Location: 2065 E Fairview Avenue Size of Property: 1.020 ac Comprehensive Plan FLUM Designation: Commercial Existing Use: Commercial Existing Zoning: C-G Proposed Use:Vertically integrated and Multi-Family Proposed Zoning: C-G Surrounding Uses: Commercial proposed to the East; Commercial to the West; Church to the North; Future Residential to the South. Street Buffer(s)and/or Land Use Buffer(s): 25' landscape buffer to E Fairview. 25' landscape buffer to any adjacent non-residential uses(ask for alternative compliance to reduce buffer).Some form of landscape buffer will be required between this proposed use and the commercial uses to the east and west. Open Space/Amenities/Pathways: Open space will be required per the specific use standards in UDC 11-4-3-27.A minimum of two(2) site amenities will also be required per specific use standards. Access/Stub Streets: Main access is proposed via E.Wilson Lane extension along the south property line; Secondary access is proposed via Fairview Ave.Access to Fairview Ave.will need to be proven to ACHD as a need for this parcel in order to maintain its access.Access to Fairview Ave could be right-in/right-out only. Continue working with ACHD on this access and future widening to Fairview Avenue. Waterways/Flood plain/Topography/Hazards: N/A History: Butte Fence AZ/CUP(1996), Ord. 721. Additional Meeting Notes: E.Wilson Ln. extension would constitute cross-access and satisfy the requirement of original AZ/CUP. Continue working with ACHD on ultimate ROW of Fairview. There is both water and sewer available in Wilson Ln,water is also available in Fairview—upon submittal of application, CAD drawings will help Public Works determine if water will need to be looped. -Multi-family is a conditional use in the C-G zoning district(UDC 11-4-3-27 specific use standards). -Vertically integrated use is a principally permitted use in the C-G zoning district, refer to UDC 11-4-3-41 for those specific use standards. Continue working towards a submittal packet that takes into account adjacent activity to the east. - FIRE— If buildings are 3-stories or more than 30-feet in height, two access points are required; drive aisle width is minimum 25 feet. -POLICE—Ensure addressing is clear on all buildings both in daylight and at night. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments andlor conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ® Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist.(NMID) ❑ Public Works Department ❑ Idaho Transportation Dept.(ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department,Kim Warren ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s)Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Short Plat ® Alternative Compliance—to request reduction to ❑ Development Agreement Modification ❑ Time Extension—Council landscape buffers ❑ Final Plat ❑ UDC Text Amendment ❑ Annexation ❑ Final Plat Modification ❑ Vacation ❑ City Council Review ❑ Planned Unit Development ❑ Variance ❑ Comprehensive Plan Amendment—Map ❑ Preliminary Plat ❑ Other ❑ Comprehensive Plan Amendment—Text ❑ Private Street ® Conditional Use Permit—for multi-family ❑ Rezone Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC andlor Comp Plan may affect your submittal andlor application. This pre-application meeting shall be valid for four(4)months. �T Planning Division E IDIA �1 �'' PREAPPLICATION MEETING i DAHO Type of Review Requested Pre-Application Request File number: P REAP P-2021-0081 Assigned Planner: Joseph Dodson Scheduled Date: 06/15/2021 Scheduled Time: 3:30 PM Applicant Information Name: PENELOPE RILEY, RILEY PLANNING SERVICES LLC Address: P.O. BOX 405 83701 Phone. Email: penelope@rileyplanning.com Additional Attendee(s) Subject Property Information Location/street address: 2065 E FAIRVIEW AVE Assessor's parcel number R7104251802 (s): Township, range, section: 3N1 E8 Project Description Project/Application Name: Fairview Row Townhouses Description of Work: Townhomes Application Information APPLICATION TYPES Alternative Compliance -ALT: CHECKED Conditional Use Permit -CUP: CHECKED Other: Possible Waiver FLUM DESIGNATION(S) Commercial: CHECKED MULTI-FAMILY Total Number of Units: 17 PROJECT INFORMATION In Reclaimed Water Buffer: No Number of Residential Units: 17 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website:www.meridaincity.org 1 PROPERTY INFORMATION Current Land Use: Residential Prior Approvals (File Numbers): Butte Fence/Elliot AZ/CUP (1996) Total Acreage: .87 SURROUNDING USES East: C-G; vacant North: Fairview Ave.; C-G, commercial uses South: R-15; vacant but appoved for multi-family residential West: C-G; multi-tenant commercial TYPE OF USE PROPOSED Multi-Family: CHECKED Residential: CHECKED ZONING DISTRICT(S) C-G: CHECKED Review Type Reviewer Review Notes Land Development Plan Review Seth Oaks See LD Notes Notes MFD Plan Review Notes Joe Bongiorno It is under-parked. The entire lane from Fairview to Wilson will be signed "No Parking Fire Lane". Planning Review Notes Joseph Dodson Proposed use of"townhomes" in C-G zoning requires Conditional Use Permit (CUP)for multi-family development. - Staff and code do not support an access to Fairview; Staff is amenable to an emergency-only access to Fairview for Fire. - Ensure two-car garages meet our minimum dimensional standards--20'x 20' external measurement. Any additional explanation of guest parking options will be important - Review UDC 11-3C-6 for all off-street parking standards - See UDC 11-4-3-27 for the multi-family specific use standards, including the required common and private open spaces. - Staff has confirmed that no landscape use buffer is required along west property line (5' minimum along drive aisle is sufficient and should be vegetated with trees, shrubs, and other vegetative lawn cover). - 25' buffer required to Fairview (arterial) measured from ultimate right-of-way, NOT from current sidewalk location. - 10' buffer required to Wilson Ln. extension, measured from back of sidewalk. - Design Review may be applied for with CUP if desired by Applicant. Regardless, conceptual elevations/renderings should be submitted to better show proposed designs. - Submit an open space exhibit with application (not on checklist)to show open space compliance. - Narrative should describe why proposed use is best fit for subject site. 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website:www.meridaincity.org 2 Wastewater Plan Review Notes Tyson Glock • Sewer Manhole is available at E Wilson Ln • Proposed flow is 1,867 gpd greater then Master Plan. However, capacity is available at this time. • Provide 20' easement for sewer utility •Ensure no permanent structures (trees, bushes, buildings, carports, trash receptacle walls, fences, infiltration trenches, light poles, etc.) are built within the utility easement. • Ensure no sewer services cross infiltration trenches Water Plan Review Notes Kyle Radek Water main must be extended /connected to east on Wilson Lane. 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website:www.meridaincity.org 3 x 405 RILEY PLANNING SERVICES P.O.Boise,,ID 83701 January 16, 2021 Dear Neighbor: A new development is proposed in your neighborhood at 2065 E. Fairview. The purpose of this letter is to provide information about the proposal, to invite you a meeting and to provide information for you to reach out by email or phone. We will observe `social distancing' at the in- person meeting. If you are not comfortable attending in person, I would be happy to discuss the proposed development with you by telephone or email. A map of the site is shown below. This proposal is for two (2) commercial spaces adjacent to E. Fairview Ave. and 16 apartments. A Conditional Use Permit Application will be submitted to the City of Meridian for this project. WHEN: Thursday,January 28, 2021, 6:00 to 6:30 PM WHERE: Antigua Coffee Shop, 1800 N. Locust Grove Road If you have questions about the proposed development please feel free to contact my email at penelope(a),rileyplanning com or at(208) 908-1609. -SiE 1 Thank you in advance for your interest. _ ® - � Ave Best regards, RILEY PLANNING SERVICES LLC �3 Penelope Constantikes r .ST 10 _ IT t3' 2052 LAND USE PLANNING • DUE DILIGENCE • INDIVIDUAL ASSESSMENTS :2 Z 0 0' > Z 0) (I DD 0 -2- '01 C2 F 00, NO 0 0 tA CL m G) oc -n Q Im w olt4 r4l tp ea: th 1-i fD C) cr% zno m p ct > m 4 K) ISO W W m I-A � z 1-4 0 oa 0 Z M 0 C) o 0 u > 3 Ln 2 A PQ IB I-f- ol cr m (D w I A (D + 0 (D :3 l< w 0 Q 0 :5 �4 rt 0% Ln t-A K.) v 0 ON v V) cr 0 IQI� os 0 0% 471- 0% FRED MEYER INC AV II LLC AV II LLC 1014 VINE ST PO BOX 140075 3450 E COMMERCIAL CT CINCINNATI, OH 45202-0000 BOISE, ID 83714-0000 MERIDIAN, ID 83642-0000 AVEST LIMITED PARTNERSHIP CHC LLC MILLER FAMILY LIVING TRUST, MILLER PO BOX 140075 P 0 BOX 1835 ANTHONY HEBER TRUSTEE BOISE, ID 83714-0000 KETCHUM, ID 83340-0000 10597 W KUNA MORA RD KUNA, ID 83634-0000 BECK JAMES DBRE HOLDINGS LLC ELLIOTT GROUP LLC,OARSTROKE LLC 581 E HAVASUPAI ST 3303 E LINDEN ST 2207 N GREENVIEW CT MERIDIAN, ID 83646-0000 CALDWELL, ID 83605-0000 EAGLE, ID 83616-0000 H2NR LLC LITTLE CREEK PARTNERS LLC STORE MASTER FUNDING IX LLC PO BOX 186 10981 OLANA DR PO BOX 270 MERIDIAN, ID 83680-0186 TRUCKEE, CA 96161-0000 MERIDIAN, ID 83680-0000 2150 E FAIRVIEW AVE LLC BIGGI OAKBROOK LLC LOOP ELIZABETH 1661 E LONE SHORE LN 11605 SW NORMANDY LN 24913 103RD AVE SE APT E202 EAGLE, ID 83616-0000 WILSONVILLE, OR 97070-0000 KENT,WA 98030-0712 JOHNSON SCOTT P,JOHNSON PAULA S Al 1923 WILSON LLC PADDINGTON SUBDIVISION 4776 N RIVERINE PL 6995 S RIDGEWOOD RD HOMEOWNERS ASSOCIATION GARDEN CITY, ID 83714-0000 NAMPA, ID 83687-0000 145 HORIZON DR BOISE, ID 83702-0000 BETTS FAMILY REVOCABLE LIVING TRUST, MELLO ANTONE L III KLUCKHOHN HOLDINGS LLC BETTS AGNES CARLENE TRUSTEE PO BOX 369 2564 W PARK STONE DR 1835 N PARK LN GUSTINE,CA 95322-0369 MERIDIAN, ID 83646-7580 EAGLE, ID 83616-0000 PURDOM KENNETH R II TRUST 12/23/15, LAWRENCE PAUL C BETTS FAMILY RESIDUAL TRUST,BETTS PURDOM KENNETH R II TRUSTEE PO BOX 6024 AGNES CARLENE TRUSTEE 6217 HILL AVE LAGUNA NIGUEL, CA 92607-0000 1835 N PARK LN W H ITTI ER, CA 90601-0000 EAGLE, ID 83616-0000 PINE DEVELOPMENT PARTNERS LLC C&O DEVELOPMENT INC J21K LLC 602 E COOPER AVE STE 202 250 S BEECHWOOD ST #120 2065 E FAIRVIEW AVE ASPEN, CO 81611-1970 BOISE, ID 83709-0000 MERIDIAN, ID 83642-0000 CB FINANCIAL DEVELOPMENT LLC SCHRANDT FAMILY LIMITED PARTNERSHIP AVEST LIMITED PARTNERSHIP 4202 N MARCLIFFE AVE 3303 E LINDEN ST PO BOX 140337 BOISE, ID 83704-0000 CALDWELL, ID 83605-6077 GARDEN CITY, ID 83714-0000 WESTSIDE BIBLE CHAPEL TECO ONE LLC PO BOX 903 1500 N ELDORADO ST #4 MERIDIAN, ID 83680-0903 BOISE, ID 83704-0000 0 � A o � x GY m � D 'a c m a w Q E � W � � z � zt 00 z > z H � WQ wiz � � wA � I � � F4w � U U W � z z z Q SITE ANALYSIS: SITE CHARACTERISTICS OPEN AREA: ZONING DISTRICT: C-G LINEAR OPEN SPACE:8,578 SF LOT AREA: 44,431 SF/ 1.02 ACRES PRIVATE IOPEN SPACE: 3,114 SF COMMON OPEN SPACE: 2,717 SF PARCEL: R7104251802 LEGAL DESCRIPTION: PAR #1802 OF LOT 6 AREA COMPONENTS: PLEASANT VALLEY SUB #1800-B BUILDINGS = 11,562 SF TOWNSHI P/RANGE/SECTI ON: 3N 1 E08 LANDSCAPING= 12,151 SF HARDSCAPING= 7,304 SF (16) THREE STORY APARTMENTS PAVING= 11,314 SF (NOT INCLUDING STREET) PARKING: SITE PLAN NOTES n e design REQUIRED:34 TOTAL, 34 IN GARAGE PROVIDED:3 SPOTS, 34 GARAGE Note ARCHITECTURE TOTAL SPOTS PROVIDED: 37 1 COMMUNITY PLAZA 725 E 2nd St BIKE STALLS REQUIRED: 1 2 EMERGENCY ACCESS Meridian, ID 83642 BIKE STALLS PROVIDED:2 3 PARKING SPOTS 208.884.2824 4 BOLLARDS 5 COVERED BIKE PARKING CONSULTANT 6 GAZEBO WITH 48"TABLE w/ATTACHED BENCHES UNDERNEATH 41 - 17 • THIS DOCUMENT IS THE PROPERTY OF G f i r NEUDESIGN ARCHITECTURE,LLC AND * •: _ _ _�+ „ " IS NOT TO BE DUPLICATED WITHOUT PROJECT LOCATION WRITTEN AUTHORIZATION. 4% Aw f •.� y ©NEUDESIGN ARCHITECTURE LLC waft IZL�l 0 a O `' � � ,r,� � - •� . idea 0 �- -+ate •- � 0 L QC14 _ - - LLJ � J — - Lu L o LL � z % Q Q _ 0 z w o w r Lu � � LL oN PROFESSIONAL SEAL % - - ■ - - r O r CPI 01 ALL Lu o m LO w 0 NO. DESCRIPTION DATE �'• N Lu �1 A CUP App 08.02.21 o :�o L? o u I! u, o 10 � �D V M I Lu > 1 20'-0" 18'- 101/2" 11'- 0" PA(3)� O - SETBACK / 8 APARTMENTS ly Y Y 8 APARTMENTS I I 20'-0" 29'- 10" 40'- 7 17/32" L'I"I ~ SETBACI' � 25' -0" + �' 0I 4 ! SETBACK 5' -0" j 0 - 6 0 o N p SCHEMATIC u . CID w f SITE PLAN ' J - i Q ' - J z r uj Ill U-i o % ip Sk i I L � k r A- 101 SCHEMATIC SITE PLAN 1 1"=20'-0" JOB NUMBER 20082 DRAWN BY KMM d C� R�-5 E ne ITdesign N 1/4 CORNER 20 0 10 20 40 SECTION 8 7 5E 2nd St CP&F 2019-055314 SCALE IN FEET Meridian, ID 83642 1"=20' 0 208.884.2824 I� CONSULTANT I ROCK SOLID CIVIL Civil Engineering and Land Development Consulting 270 North 27th Street,Boise,ID 83702 Office Phone:208.342.3277 www.rocksoridcivil.com j L — J THIS DOCUMENT IS THE PROPERTY OF a NEUDESIGN ARCHITECTURE,LLC AND pcL IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. 2 ©NEUDESIGN ARCHITECTURE LLC I WO I el I ko a " I zn W lV, N o VJ C 2615 2615 2615 1 �- ---soo°3o'z4"w 4 � � ° ° S00o30'24"W 435.74' W = 0 12.00' \ TOE 5 31' S' _ 31' 5' 32.97' 5' 14.12' 5.2' 27.7' 378.68' 26.32 25.86' 5' 35.08' S' 31' S' 31' S' 23.50'— 21.56' 1 - — — — u Z 32.37' 2615 15 19.6' r'm�s .91' o ° O zn N - S 5' II EP 3 w " = N TOP N — v N EP EP EP-� K O N 2616 / \ H 1615\ N �616 v m oo z61 � — � — — 5.0-5' z5.o1' TOE CO F— JQ^L v I1 N�, I v LZ1J 1 23.5' 21.32'u? 3.16' Z � OO o 5 1 SI O0 ~ 48.8 5' 19.5' 19.5' S' LL W 2.5 5 .9 APARTMENTS I I 1 Lu w 8 APARTMENTS EP EP 0= II EP EP EP EP EP EP EP L aid ppw rn ) LLJ Lq 00 p° `i � 9 9 9 9 18.89'�= 25 rn 1 Z/ QO oo Ln- EP - - - - - ® 5.4' ^O o > w = � 3 � Rz, � — — — — 2615- — — — — � � O � > LJJ > Q Ln 16.91' 162.43 144.43' P2 N o ti L.LJ � o 0 2615 N 2616 N_ 100 1.46' C) LL_ Q N n zn N LU N / 6tig W ^/ 2616 382.39' 2615 OR �615 Z J I..L 0 LU �- U LL S00°29'54"W W EP EP EP — — 2615 - - - - - - - - - - - - - - EP�EP�fP �6w PROFESSIONAL SEAL 39.89' 12.00'° OHP OHP OHP O OHP P° ° OH HP OHP OHoP—379.57'—OHP ' OHP �� OHP �- OHP gHp 0 23.50' ° 20.95' OHP— 1 N00 29 54 E 436.03 Ell1 W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V1 Lq I o6 S�0 NA L F Q S r,\STE Nc�y ' � 1 II " 1 10692 W j I SII �, III �L LIo o f 1 ti III ✓�'�£• COS��-�� I III " 1 1 j y I III � I i Ili I H III vl NO. DESCRIPTION DATE N w 40' 1 29' Q I III II I � I Iel � III I I I III III I Lq I0) v I� HORIZONTAL 1.0 00 CP&F 2020-049766 N. LOCUST GROVE RD. HORIZONTAL CONTROL PLAN NOTES CONTROL - Plans Are Accepted For Public PLAN 1. ALL CURB DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. Street Construction 2. BUILDING TIES ARE TO FACE OF FOUNDATION (SEE ARCHITECTURAL&STRUCTURAL PLANS FOR EXACT FOUNDATION DIMENSIONS). By stamping and signing the improvement plans, the Registered CALL BEFORE YOU DIG! Engineer ensures the District that the plans conform to all District 3. SURVEYOR TO CONFIRM ACAD FILE COORDINATES WITH FINAL AGENCY APPROVED HARD policies and standards. Variances or waivers must be specifically CALL DIGLINE INC. COPY OF HORIZONTAL CONTROL PLAN DRAWINGS. and previously approved by the District in writing. Acceptance of PRIOR TO COMMENCING the improvement plans by the District does not relieve the UNDERGROUND WORK 4. THIS PROJECT BOUNDARY IS TAKEN FROM A RECORD OF SURVEY PREPARED BY SAWTOOTH Registered Engineer of these responsibilities. Know what's below. LAND SURVEYING,LLC,DATED JANUARY 30,2021.FIELD STAKING SURVEYOR TO LOCATE ALL Cal before you dig. 208-342-1585 PROPERTY CORNER PINS AND CONFIRM TO SURVEY PRIOR TO SETTING STAKES. BY DATE: 5. SEE ARCHITECTURAL PLANS FOR BUILDING DETAILS AND LANDSCAPE PLANS FOR LANDSCAPE ADA COUNTY HIGHWAY DISTRICT C 2 AREAS. JOB NUMBER 1 20-81 DRAWN BY JIF ne design ARCHITECTURE 725 E 2nd St Meridian, ID 83642 208.884.2824 CONSULTANT THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE,LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. ©NEUDESIGN ARCHITECTURE LLC o U y -. .. o m z Lu o U Q - I o m w /1 � LL 0 U I - w z z o Lu w m � z � Q J Lu p w z Q > Lu z cv w_ 110 � > C-) L u LJJ Q 00 Q u- o uz Q wo W Lo Q:� �o W u Li- CD PROFESSIONAL SEAL 21' -4 3/4" 23 - 6' 5' -3 1/2" ETBACKol R.O.W.SETBACK IR 13'-0" 12' -0" -- �O R.O.W. SETBACK � O w z If J W NO. DESCRIPTION DATE U m A R.O.W. ADDITION 07.06.21 w o U o cc N w I — — I WILSON LN R.O.W. SETBACK FAIRVIEW R.O.W SETBACK 1°= i o'-o° 1 10'-0" R .O .W SETBACKS A- 100 JOB NUMBER 20082 DRAWN BY PKC I III III I � I III � I III I DEVELOPER y TRADEWINDS GENERAL CONTRACTING INC. III III I EXISTING COMMERCIAL STEVE MARTINEZ I III I III I III III I EXISTING COMMERCIAL EXISTING ARBORVITAE 1 9165 W. STATE STREET A I III III I � i � SHRUBS TO REMAIN BO I SE, I D 83�14 III I OVERHEAD POWER s OVERHEAD POWER EXISTING I(o GAL. EXISTING lro CAL. NO TREES 208-854-1888 III I i NO TREES HONEY LOCUST HONEY LOCUST (2) EXISTING 16" CAL. � III III I TREE TO REMAIN TREE TO REMAIN PROPOSED I I EXISTING lro" AL. III I 3 CA ro JS I HONEY LOCUST TREES HONEY LOCUST TO BE REMOVED 3 SJ I TREE TO RE AIN n e design II I ARCHITECT ARCHITECTURE � ro BM 3 CO � � � �� _ 3" DEPTH OF NEU DE61GN ARCHITECTURE 725E 2nd St — — — — — — — — — — — — — — — — _ _ _ ° GRAVEL OVER KR16TIN MONTGOMER T' Meridian, ID 83642 dHo dHo i�d d _ — ° _ _ _ _ _ I - I WEED BARRIER 125 E. 2ND STREET 208.884.2824 + MERIDIAN, ID 83642 ° FABRIC CONSULTANT N II S 208-554-2824 as ��� aS a�` ro JS 8 JS / / \ 1 GO CO 3 CO 4 SJ / S \I a� EXISTING lro" AL. > -s -s s s s s L-101 s s s s s s s s S S— r` I � 2 SJ 3 RX 3 RX I LINDEN TREE TO ENGINEER. z 9 PO 5 BM 3 BM \ / BE REMOVED Q \ o I COORDINATE WITH \ \I � I CITY FORESTER ROCK SOLID CIVIL WATER FEATURE BICYCLE RACK J IM COSLETT THIS DOCUMENT IS THE PROPERTY OF GROUP OF CD 12 HH SEE DETAIL 3 d 4, TYPICAL OF 3 I 2-10 N. 2-1TH ST., .STE. 100 NEUDESIGN ARCHITECTURE,LLC AND FREES BE I � 1 8 APARTMENTS 3 X IS NOT TO BE DUPLICATED WITHOUT 15 GA SHEET L-101 SEE DETAIL 5, 9 APARTMENTS I Bo15E ID 83�05 REMOVED - NO SHEET L-101 8 PO WRITTEN AUTHORIZATION. MITIGATION 5 BM 4 BM 208-342-32�� � I ©NEUDESIGN ARCHITECTURE LLC 3 RX 5 LL 3 1 RX 5 LL 3 X 5 LL X o 0 0 8 LL 4 RX 5 LL 41RX 5 4 1 RX 5 LL 2 SJ 2 M 2 BM 2 BM 2 M 2 BM 2 BM 2 BM 4 M 2 BM 2 15M 2 BM 2 BM 2 15M 2 BM 4 RX f 2 PB LAWN I I5 3 ' PB PB PLANNER >- i 3" DEPTH A o000 0000 11 0000 -1 o Q -1 7n I mIV OVER WEEDF ARRI A RILEY PLANNING SERVICES z 000000� 0000 000 �. I — V I LAWN, LAWN LAWN LAWN LAWN — 1 FABRIC — — PENELOPE GONSTANTIKES 5016E, ID 53-101 12 / M M LAWN 1-A. LAWN _ LAWN A M \ M I --� 208-908-1609 O M— = � I n 301 o / — 0 Q ------------� I A -1 CA I AP � � 4 G 2 A y (D I 3 SJ 4 IPC ro HH - � m Z (5) EXISTING ELM TREES ON TH (3) EXISTING ELM TREES ON THE EXISTING Io" CAL. -c Q LLI PROPERTY BOUNDARY TO BE J V) REMOVED, COORDINATE WITH PROPERTY BOUNDARY TO BE LINDEN TREE TO BE I REMOVED, — COORDINATE WITH REMOVED, COORDINATE I - ADJACENT PROPERTY OWNER. ADJACENT PROPERTY OWNER. WITH CITY FORESTER o 1 m 0 1 LU I ,I ► _ LANDSCAPE PLAN 20' 40' 3: 10 > � w W 5GALE: 1" = 20'-0" \ � 0 / U- Z Q �_ Q wo W Q LO � NO W PLANT SCHEDULE ~ LL � � LANDSCAPE NOTES PROFESSIONAL SEAL KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS 1. .411 plant material shall conform to the American Nurseryman Standards for type and size shown. Plants will be rejected if not COMMON NAME in a sound and healthy condition. All plant material shall be Grade 01 or better. .••'■■■'••. ` TREES (.NOTE: ALL TREES TO BE GRADE 01) 2. All planting beds and tree wells in lawn areas (wells to be 3' in diameter) shall be covered with a minimum of 3" of small (I") ,•'�QC� of 1� •, bark chips. Submit sample For approval. 4* S�o��o.aoT AP Acer platanoides 'Columnarbroad' 2" 545 45' hgt. 25' wide CLASS II 3. All lawn areas shall be Hydro-seeded with 1009. Turf type Tall Fescue (Festuca arundinacia). Lawn to be seeded 6 a rate Parkway Maple of 10 lbs. per 1000 sq. Ft. OR per seed manufacturer's recommendations. Contractor shall provide (at time of bid) an r, w PG Prunes cerasifera 'New ort' 2" BBB 20' h t. 15' wide GLASS I add/alternate price per square foot For sod in place of lawn seeding AND coordinate installation with the owner. �r"z ��27 K� e 4. All plant material shall be guaranteed for a period of one year beginning at the date of acceptance by Owner. Replace 5/24/2021 Newport Purple Leaf Plum all plant material found dead or not in a healthy condition immediately with the same size and species at no cost to the Owner. 5. Planting backfill for trees and planting beds shall be 5 parts topsoil and 1 part compost with straw. Stake all trees per '•L9NbSCP4�.�' TOTAL S (2 TYPES REQUIRED) details. O ••'••■■■■`'� ro. All seeded/sodded lawn areas shall have ro" of topsoil and all planting beds shall have 12" of topsoil. Topsoil shall be a SHRUBS loose, friable, sandy loam, clean and free of toxic materials, noxious weeds, weed seeds, rocks, grass, or other foreign material larger than I" in any dimension, a pH from 5B to 1.0. Top soil from site shall be used, if meeting these standards. Place 1/2" BM Buxus microphylla var. japonica 'Winter Gem' 2 Gal. 3' het. x 3' wide compost over all landscaped areas and rototill into top 4". Spread, compact, and fine grade topsoil to a smooth and NO. DESCRIPTION DATE Winter Gem Boxwood uniform grade, I" below surface of walks and curbs in areas to be sodded and 3" in planting bed areas. CO Corpus alba 'Bailhalo' 5 Gal. 6' hgt. x 6' wide 1. Fertilize all trees and shrubs with 'AeriForm" planting tablets, 21 gram. Quantity per manufacturer's recommendation. Ivory Halo Dogwood a. Plant material shall not be substituted without the written permission of Owner. Submit names of three suppliers contacted if substitution is requested and plant material specified is not available. JS Juniperus scopulorum 'Skyrocket' 5 Gal. IS' het. x 4' wide 9. Shrub planting beds shall be shovel edged to create a distinct separation of landscape types. Skyrocket Juniper 10. Immediately clean up any topsoil, or other debris on site created from landscape operation and dispose of properly off PO Physocarpus opulifolius 'Seward' 5 Gal. 4' het. x 4' wide site. Summer Wine Ninebark 11. All common landscape areas shall have an automatic underground sprinkler system which insures complete coverage and is PB Pinus strobus 'Blue Shag' 3 Gal. 3' het. 4' wide properly zoned for required water uses. Planter strips shall have Hunter PRO-spray heads and the common area shall have roll PGP-ADJ and/or 1-20 gear driven heads with head to head coverage. All shrub beds shall be drip irrigated per Blue Shag Eastern White Pine manufacturer's recommendations. The irrigation system shall be design built by a qualified irrigation contractor. Coordinate RX Rosa x 'Noare' 2 Gal. IS" hgt. x 2.5' wide water availability and service locations with the civil engineering plans. The controller system shall be a Hunter Industries Red Groundcover Rose 2-wire system - ACC controllers. Stub wiring to future phases as necessary. Coordinate controller location and power supply with electrical. SJ Spirea japonica 'Neon Flash' 2 Gal. 3' het. 3' wide 12. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions. Neon Flash Spirea 14. Seepage beds must be protected from any and all contamination during the construction and installation of the landscape GROUND COVERS/ GRASSES/ PERENNIALS irrigation system. 15. Irrigation for the landscape provided by pressurized irrigation system, see civil engineering drawings. CA Calamagrostis x. acutiFlora 'Overdam' 2 Gal. 3' het. x IS" wide Dwarf Feather Grass HH Hemerocalis Stella d'Oro I Gal. IS" het. x 2' wide Stella dOro Daylily LANDSCAPE DATA & CALCULATIONS : LL Lavandula angustifolia 'Dilly Dilly' I Gal. 12" hgt. x IS" wide Dilly Dilly Lavender ROADWAY LANDSCAPE BUFFERS: 25' BUFFER TREES DENSITY AT 1/35' TREES REQU REDR 35' LANDSCAPE EXISTING TREE PROTECTION : 1 EX. TREE TO REMAIN, 2 ADDITIONAL DUE TO ROAD/PEDESTRIAN IMPROVE. PLAN 1. CONTRACTOR SHALL REVIEW AND FOLLOW THE CITY OF * PARKING LOT BUFFER: 5'-O" MERIDIAN TREE PROTECTION GUIDELINES AND DETAILS, VERTICAL PLANTINGS TO PROVIDE 2. ALL TREES TO BE RETAINED SHALL HAVE WATER AT SCREENING FROM ADJACENT ALL TIMES. COMMERCIAL (BACK OF BLDG) SOUTH 2002 S. Vista Ave 3. ALL EXISTING TREES SHALL HAVE 4' HT. TEMP. Boise, ID 83705 CONSTRUCTION FENCING INSTALLED AT A MiNiMUM OF (o' MITIGATION FOR REMOVAL OF EXISTING TREES: �C BECK& PH: 208.342.2999 L_ 1 00 RADIUS FROM BASE OF THE TREE. 2 LINDENS REMOVED, POOR HEALTH �, info@sbbgo.com 0 MITIGATION REQUIRED BAIRD www.sbbgo.com 8 ELMS REMOVE 0" MITIGATION REQUIRED South Landscape Architecture P.C. Dba South Beck& Baird Landscape Architecture P.C. JOB NUMBER 20082 F)RAWN RY IAC. AABR-0500-00003 Legacy #MBR500-S ' E - ne design it ARCHITECTURE - 725 E 2nd St Meridian, ID 83642 �- - 208.884.2824 CONSULTANT PLANT SHRUB AT SAME ELEVATION AS NURSERY 3" MIN. DEPTH OF ORGANIC I" CHUNK ! MATERIALS: All parts of the bike rack are made from H.S. steel tube. 3" WATER BARK MULCH (OR APPROVED EQUAL), RETENTION BERM KEEP BARK MULCH A MIN. OF I" AWAY / L THIS DOCUMENT IS THE PROPERTY OF FROM TRUNK = - _ �._ FINISH: All steel components are protected with E-Coat rust proofing. NEUDESIGN ARCHITECTURE,LLC AND FINISH GRADE 06 -- The Maglin Powdercoat System provides a durable finish on all metal surfaces. IS NOT TO BE DUPLICATED WITHOUT SD08-CA3018NG 8'Dia.,Round 130"+ 18"Crystal Bowlsw/Finial WRITTEN AUTHORIZATION. BACKFILL W/ —III III- PLANTING SOIL -III III= ROOT BALL 2 Submersible Pumps, 10 x 14V/6W RGB LED Lights, 1 Finial Bubbler NOTE: "MLB-5mm-S SERIES BIKE RACK, ©NEUDESIGN ARCHITECTURE LLC POWDER COAT - EVERGREEN-FINETEX, =I I — I I=III= =1 H. UNDISTURBED NOTE - WATER FEATURE AVAILABLE FROM: SURFACE MOUNT PER MANUFACTURER'S RECOMMENDATIONS. '1=1 11=III=1 11=1 I I- SOIL TOURNE60L SITEWORKS RACK BY MAGLIN SITE FURNITURE, 2930 FAKER STREET, UNION CITY, CA 94551 CONTACT JENNIFER FANCY I.600116.5506 EXT. 261 NOTE - DIG HOLE TWICE THE SIZE OF ROOT BALL CONTACT CATHERINE LEDUKE T 120.226.1216 (COORDINATE WITH OWNER FOR ORDERING AND SCHEDULE) z c leclukee tourneso l.com SHRUB PLANTING DETAIL WATER FEATURE DETAIL �j BICYCLE RACK DETAIL 1 NO SCALE NO SCALE NO SCALE O U Seattle Fountain Components (D Z o w V) r, e, 0 LU • • V) x wC4 LU LU PLANT TREE AT a v e a O > Q SAME ELEVATION REMOVE DEAD/DAMAGED BRANCHES AND Z S Y PRUNE TO INTERNATIONAL SOCIETY OF Q R Q AS NURSERY o. R LU STANDARDS, IMPROPERLY - •- ••-�• � , �+• �1 '{: :sue•"• '?` ' '3 S /•�� ''2• .• • ' . . •.5. LL — PRUNED TREES SHALL BE REPLACED �. ,'• ;�' .�.°:� :+' _�`�->•� w � - LU 2 DIA. WOODEN POLE (LENGTH _ •,:: ,;,` ��: - �•= _ - p -:, �f. iJ N AS REQUIRED) SET STAKES �q:' �'� ��• RE RED E E �:�• _ ;;; `�' �;. C9•. 'lof'•�'. 'a , PA ALLEL TO PREVAI ING ATTACH TRUNK FIRMLY TO P LE W/ - -�a - .. �,� -- <.•1,�•L .- - may.`+WIND. - SEE NOTES CINCH TIE. SEE NOTES _ PROFESSIONAL SEAL APPROVED TREE WRAP 1 .■■■... `� FROM BALL TO FIRST BRANCH 1. Site utilities (by others} �� �P ••� ,� FOLD BACK BURLAP 1/4 WAY OR �' �E of REMOVE WIRE BASKET FROM ROOT BALL AS SUPPLIED AND REQUIRED MIN. VISIBLE TRUNK 2. Utility (plumbing, electrical, drainage) connection area FLARE z 3. Valve to control each element in water feature 3" WATER r 3" MIN. DEPTH OF ORGANIC I" CHUNK BARK L 6827 RETENTION BERM L' MULCH (OR APPROVED EQUAL), KEEP MULCH 4. Utility access panels 5/24/2021 '' A MIN. OF 3" AWAY FROM TRUNK F �. 5. RGB controllable LED Lights in niche mount O ��SCA�ti.•` SET TOP OF ROOT BALL _ air a 0 so 2" ABOVE FINISH GRADE =III=I III I - 6. Center feature and foundation BACKFILL W/ - — — II I I" 7. Direct drive submersible pumps PLANTING SOIL _I Ill lI — —UNDISTURBED NO. DESCRIPTION DATE 8. Floor plates 36"MIN. SOIL OR TWICE THE SIZE OF PLANT BALL 9. G F R C Fountain Cap and Basin wall NOTES: 10. Concrete slab foundation (by others) 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT *Note:Timer controls away at site breaker panel. AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE NOTE - WATER FEATURE AVAILABLE FROM: TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. TOURNESOL SITEWORKS 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE NO SETTLING WILL OCCUR). 2930 FAKER STREET, UNION CITY, CA 94551 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. CONTACT CATNERINE LEDUKE T 120.226.1216 c leclukee tourneso I.com TREE PLANTING DETAIL WATER FEATURE DETAIL o- DECIDUOUS NO SCALE NO SCALE LANDSCAPE PLAN SOUTH2002 S. Vista Ave � Boise, ID 83705 BECK& PH: 208.342.2999 L_ 10 1 � BAIRD infol«�sbbgo.com www.sbbgo.com South Landscape Architecture P.C. Dba South Beck& Baird Landscape Architecture P.C. JOB NUMBER 20082 DRAWN RY Ar. FINISH LEGEND *NOTE: FINISHES LISTED BELOW ARE TO ESTABLISH A BUDGET AND ARE NOT THE FINAL T.O. PARAPET SELECTIONS 133' - 0" STUCCO SIDING STONE CLADDING MFR: SHERWIN WILLIAMS O5 ��� STACKED BRICK VENEER T.O. PLATE COLOR NAME: SNOWBOUND ��� MFR: BRICKIT COLOR NO: SW 7004 STYLE: WIRECUT 129' - 5 1/4" COLOR NAME: COFFEE � � �❑ �❑ - - - -- El ElSTUCCO SIDING TRIM n e d es i g n ARCHITECTURE MFR: SHERWIN WILLIAMS 10"WOODEN TRIM AND FASCIA St O6 = --`` `` O COLOR NAME: LIGHT FRENCH GRAY O PAINT MFR Meridian,: SHERWIN WILLIAMS 725E , ID 83642 Em COLOR NO: SW 0055 COLOR NAME: LIGHT FRENCH GRAY COLOR NO: SW-0055 208.884.2824 5 THIRD FLOOR n 4 120' - 3 1/2" w CONSULTANT O .�- HORIZONTAL LAP SIDING ROOFING 0 0 = 0 I MFR: SHERWIN WILLIAMS 30 YR . ARCHITECTURAL SHINGLES . � � COLOR NAME: SUMMIT GRAY -- - COLOR NO: SW 7669 SECOND FLOOR Se- \ _ VERTICAL BATTEN BOARD SIDING THIS DOCUMENT IS THE PROPERTY OF 1 10' - 1 3/4" O4 NEUDESIGN ARCHITECTURE,LLC AND MFR: BEHR IS NOT TO BE DUPLICATED WITHOUT COLOR NAME: DARK WALNUT WRITTEN AUTHORIZATION. s COLOR NO: PPF-51 ©NEUDESIGN ARCHITECTURE LLC O GENERAL NOTES: ❑ A. ALL ELEVATIONS ARE CONSIDERED TO BE"PER INTENT OF THE DRAWINGS"AND MAY NOT REFLECT EXACT CONSTRUCTED EXACT CONSTRUCTED ITEMS FINISH FLOOR B. VERIFY FINISHES OF ALL EXPOSED SURFACES WITH OWNER TYP 100, - 0„ C. ALL PLUMBING FIXTURES TO BE VERIFIED w/OWNER D. ALL GRADES ARE SHOWN AS ESTIMATES-VERIFY ACTUAL STRUCTURAL ITEMS WITH STRUCTURAL DRAWINGS SOUTH ELEVATION VIEW FROM WI LSON LN E. NOTES ARE TYP. PER EACH ITEM SHOWN ON THIS SHEET (MAY ONLY BE LABELED ONCE 3/16"— 1'-0" 3/16"— 1'-0" ON ONE ELEVATION/DETAIL/SECTION) V L GU v` C • 1NE4 El U W � a� -- `� O� 0 -® Fil o z ww Lu z > W � - � Q V u— H PROFESSIONAL SEAL ® 0� Tm OR41 NO. DESCRIPTION DATE E. FAIRVIEW LOOKING SE WILSON LN LOOKING NW A CUP App 07.01.21 7 6 O6 6 6 6 � I T.O. PLATE 129' - 5 1/4„ 771 FEll 7 THIRD FLOOR 120' - 3 1 4 4 4 4 4 4 4 O4 4 ■ El El - El El ' El El El EXTERIOR O O O O O O 3 O O O 3 O O O O O O ELEVATIONS SECOND FLOOR 1 10' - 1 3/4" 3 5 3 \ 5 \ O 5 5 \ O 5 I 4 5 O 5 \ 4 4 ❑ ❑ ❑ ILI/I ❑ ❑ ❑ ❑ ❑ I IL FINISH FLOOR 100' - 0" EAST ELEVATION 1 JOB NUMBER 20082 3/16"= l'-0" DRAWN BY ELW • III Lim,I als ILI IQ P • • • • • New I :� I I1111111 . � ■ II .... --_� woo ■� - ��� � i I I Ili � �I r I� r POPIII IIIIIII I�� ■ IP _. � ■ i� IIIIIII _ _ ,,,� � I I I� � � LOOIN II III IIIIIII ���� ■ ■ i� - ■ ,� II�II � I IIIIIII ■ � I IN _ � I I �I � ; ,-� III III III ��� J ■ I , I �� � ■ ■ it ■_ - 1 11111 — 11111 - 11111 - IIIIIII I111 Illllllli 111 IIIIII 11 111 IIIIII 1 1 IIIIII - --------------------------= _=___________=_=__ =____=_________________=__ _=_=__=_____ __== I =_=_=__=__= _____ Illlliill lIIIIIII _ _ IIII!!!I llilll�l ___ ___ . 1! i !I lIIIII�I __ ___ ___ ____ __ _ llill! 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IIIIII!! = IIIIIII lIIIII�I IIIIIIIl� �IIIIIIII Iliilllil Illiillll IIIIIIIII IIIIIIIII illlillll lllllllll Illlllil illlllll M Hl -I IIIIII. lllllllll lllllllll lllllllll ___ iiiiiiiiiiiiiiiiiiiiIIIIII. lllllllll lllllllll lllllllll 11111. lllllllll lllllllll lllllllll IIIIII. lllllllll lllllllll lllllllll 1111.1.. lllllllll lllllllll lllllllll lllllllll lllllllll lllllllll llllllllll llllllllll lllllllll lllllllll lllllllll llllllllll IIIIII ice± I•-- ii.i± i�a in�a i�a in�a IIl-- i�v s�nl■W■l ff —J � _ _ C===_= M M M _ ffE IMIMIMI 7 : _­1 __­1 AI 212 I A UB C UD ,;)E F G H J 160'-0" 20'-0" 20' -0" 20'-0" 20' -0" 20'-0" 20' -0" 20'-0" 20' -0" r r i i II I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ne design UNIT Z* UNIT Y UNIT Y UNIT Y UNIT Y UNIT Y UNIT Y UNIT Z ARCHITECTURE 725 E 2nd St 0 o Meridian, ID 83642 A-21 1 5 0o co 208.884.2824 cl) co 4 A-212 CONSULTANT -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Ll i THIS DOCUMENT IS THE PROPERTY OF v NEUDESIGN ARCHITECTURE,LLC AND 2 IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. 11'-0" T-0" 5'- 7" 12' -0" 8' -0" 12'-0" 8'-0" 12' -0" 8' -0" 12'-0" 8'-0" 12'-0" 8' -0" 12'-0" 9'-0" 11'-0" ©NEUDESIGN ARCHITECTURE LLC GENERAL NOTES - FLOOR PLAN: L-21 A. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF FIRST FLOOR - OVERALL PLAN DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. 1 1/8"- 1' 0" B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONCRETE OR GRID LINES OR LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS. A 212 C. TYPICAL DOOR LOCATIONS ARE 4" FROM ADJACENT WALL SYSTEM, U.N.O. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS WALL- A B D , E F H J D. HUNG SINKS, AND ETC. E. ALL STUD FRAMED INTERIOR PARTITIONS WALLS SHALL BE BRACED TO 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" l'- 6" THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND 1 REGULATIONS FOR IRC AND SPECIFIC TRADE CODES. N G. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 16" o.c. H. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 16"o.c. Zo I. ALL EXT. WALLS SHALL BE 2x6 CONSTRUCTION PER WALL LEGEND V1 c UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL o FINISH. J. DO NOT SCALE DRAWINGS. K. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS U.N.O. • rI U L. ALL EXPOSED GWB EDGES TO HAVE METAL EDGE TRIM,TYP. M. LIGHTER LINES TYPICALLY INDICATE OWNER SUPPLIED ITEMS U.N.O. c UNIT Z* UNITY UNITY UNITY UNITY UNITY UNITY U N IT Z b N. ALL NOTES AND COMPONENTS BE CONSIDERED" OR EQUIVALENT" 0 o AS LONG AS INTENT/QUALITY OFF THE DESIGN IS MAINTAINED. O. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES O PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE H 5 HIGHER PRIORITY). Z 4 A-212 P. GRADES AT ENTRY DOORS TO BE NO MORE THAN 1.5% IN ALL Q �.1 DIRECTIONS FOR A MINIMUM DISTANCE OF 5-0" PERPENDICULAR TO DOORS. uj w �o Q. FINISH GARAGE SIDE OF INTERIOR WALLS WITH 5/8"GWB. PEA R. APPLY NO LESS THAN (1) LAYER 5/8"TYPE 'X' GWB ON GARAGE > _ _ -- -- — — -- — — --- — — -- — — -- — — -- — — -- — — CEILING. S. APPLY NO LESS THAN (1) LAYER 5/8"TYPE 'X' GWB TO UNDERSIDE OF Z -- -- -- - -- -- STAIRS. W_ T. SEE SHEETS A-551, A-552 & A-553 FOR FIRE STOP DETAILS 0C, 00 o c i Q U. OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS U � � o O SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN 0 0 � F o 0 0 ACCORDANCE WITH SECTIONS R302.5.1 THHOUGH R302.5.3. PROFESSIONAL SEAL V. PENETRATIONS OF WALL OR FLOOR-CEILING ASSEMBLIES REQUIRED L L L L L L _ TO BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH SECTION `� -oDW DW DW DW DW DW DW DW 0 2 R302.2 OR R302.3 SHALL BE PROTECTED IN ACCORDANCE WITH THIS ZN SECTION. 1 W. COMMON WALLS SHALL NOT BE USED FOR ROUTING OF PLUMBING OR MECHANICAL EQUIPMENT, IN ACCORDANCE WITH SECTION A-21 1 R302.2.2. O X. VENT BATHROOMS WITH FAN EXHAUSTED TO THE EXTERIOR PER 1 - 6" 11'-0" T-0" 6' - 6" 11'-0" 9'-01, 11'-01, 9' -01, 11' -0" 9'-01, IV -0" 9' -0" 11'-01, 9'-0" 11' -0" 9'-01, 11'-0" l'- 6" MECHANICAL. 2'-0" 2' - 6" Y. ALL GLAZING WITHIN 18" OF FLOOR OR WITHIN 24"OF DOORS SHALL O BE TEMPERED. Z. ERESSAT AL BEDROOM SECOND FLOOR - OVERALL PLAN AA. OUOTLETTSEAGAPPROXMAOTELYWS 15"ALF.F. &44"A.FFO. (T TABOVE 1/8"= 1'_0" COUNTER LOCATIONS) A-212 BB. SEE SHEETS A-531, A-532 &A-533 FOR FIRE STOP DETAILS NO. DESCRIPTION DATE A B C D E F G H J A CUP App 07.01.21 COMMON 2-HR FIRE RATED WALL 6'-0" 14' -0" 14'-0" 6'-0" 14' -0" 6' -0" 14'-0" 6'-0" 14' -0" 6' -0" 14'-0" 6'-0" 14' -0" 6'-0" 14'-0" 6' -0" ASSEMBLY(R302.2.2 COMMON WALLS) 1-HR FIRE RATED LL OASSEMBIY(R3021 A 2 COMMON WALLS) N cN z Zo OVERALL BUILDING AREA TABLE (GROSS SF) JL GARAGES 460/470 SF UNIT Z* UNIT Y UNIT Y �: U NIT Y UNIT Y UNIT Y UNIT Y UNIT Z OVERALL 1ST FLR 2, SF OVERALL 2ND FLR 5,570570 SF Lo OVERALL 3RD FLR 5,340 SF A-211 5 OVERALL TOTAL 12,946 SF 4 A-212 ILul 1: Ij L L ❑ == ❑ ❑ == == ❑ == ❑ -- ❑ == OVERALL PLANS j CV CV 1 2'-0" 2'- 61, A-21 1 A_ 1 1 1 1 6 11' -0" T-0" 6' - 6" 11'-0" 9' -0" 11' -0" 9'-0" 11'-0" 9' -01, 11' -0" 9'-01, 11'-0" 9' -01, 11' -0" 9'-0" 11'-0" 1 or - I I I THIRD FLOOR - OVERALL PLAN JOB NUMBER 20082 DRAWN BY ELW I I W � I 0 ir kn o ti ne design N ° � 2615 20 0 10 20 40 ARCHITECTURE 5 410 LF 615 A-- —_---_� fV 1� 2615 0 �i 5 '� - a o 725E 2nd St W o � � � � — �-� SCALE IN FEET � � '—ram 4 / TOE-- — — Meridian, ID 83642 TOE------ e� 1 =20 n 824 W � 7 � z61sti - � W W � 4 i 7 xi� - CONSULTANT 7 i 7 N EP W I TOP - 7 7 1 7 EP E a o 3 8 " 2 � I I -- .2615 o _ o • F- - — ROCK SOLID CIVIL - roE , d i Civil Engineering and Land Development Consulting 2 O 270 North 27th Street,Boise,ID 83702 Office Phone:208.342.3277 www.rocksol idcivil.com Qi ~ 9 APARTMENTS I Qi U Doti THIS DOCUMENT IS THE PROPERTY OF I � i II II II 8 APARTMENTS � `� _ EP EP EP EP T e NEUDESIGN ARCHITECTURE,LLC AND -EP- -EP- o EP,L_ Ep EP — — — I j N I IS NOT TO BE DUPLICATED WITHOUT � �W W I WRITTEN AUTHORIZATION. oN ©NEUDESIGN ARCHITECTURE LLC LU a ti v E�00/ ' or 10 10 �N 10 " N 10 N -261s N 10Ln a 10 10 10 " r1U " Plans Are Accepted For Public z 4+00 -1 j � I / P 0 2 S 2616 5+ 0 2+00 Street Construction Ee W s s J s s s s s s S s --F--s s s 3 00 — — ::� s SS6 B-1 - s s s -s- - � ' / o 5 By stamping and signing the improvement plans, the Registered o L� 3 3 5+95.00 0.00 Lt. `� 2616 0 1 / Q __, T — _ gyp— DRAINAGE 9 2615�- _. �' �P �61s, 26 Engineer ensures the District that the plans conform to all District - — « C4 FOR_ _ v — — — — — — — fP policies and standards. Variances or waivers must be specifically W _ �s s�_ — EELS C3 EP - - - - - - — — - - p p y a B EP - �' -SD �D- -�Q - EP SSMH A-1 and previously approved by the District in writing. Acceptance of D SD SD SD �B- �pSD—LSD - - II I O C —OHP_ — -OHP _ OHP O OHP P o OH HP OHP OHP OHP OHP OHP �sd 4______ - _ o - — — . 00. ' Lt. he improvement pan by he District doe not relieve the - — T' 2+00 0 00 t v s t s - — — — — — — — — — — — — — — — — _ `= �c �HP� H Registered Engineer of these responsibilities. 0 0 — OHP (�- - P/L — — — — _ _ _ j aS BY DATE: — — — — — — — — — — — — - : - ADA COUNTY HIGHWAY DISTRICT O I - w 3 ti o � U Q i I I I III III I � J Ln III \II Q W ~ I I I I 51�I III I � II III LLJ it ! II n� �ti III z LU KEYNOTES UTILITY NOTES 3: 1. CONTRACTOR TO COORDINATE LOCATION OF THE JOINT TRENCH AND O1 UNDERGROUND GAS LINE-USE CAUTION Q O W SUBMIT PLANS TO THE ENGINEER FOR APPROVALS. > OEXISTING 8"WATER MAIN z Q 2. ALL WATER VALVES SHALL BE PER I.S.P.W.C.SD 408. O OREMOVE AND REPLACE SIDEWALK SECTION AS NEEDED(CONSTRUCT PER ACHD SUPP SD-709) 3. SITE CONTRACTOR TO EXTEND WATER SERVICES AND FIRE SERVICES w LU 3: Q ® INSTALL 8"TEE(MJxMJxFLG) AFTER THE WATER METERS TO THE BUILDINGS. w — 0:� Q 50 INSTALL 8"GATE VALVE(FLGxMJ) 4. THE FIRE SPRINKLER CONTRACTOR MAY DOWNSIZE THE INDIVIDUAL Q > : FIRE SUPPRESSION SERVICES AS NEEDED. LLI © INSTALL NEW 8"C-900 WATER MAIN Z 5. WATER MAIN SHALL HAVE 4 FEET(4')OF COVER. J ^� LO LO W O7 INSTALL 2" DOMESTIC WATER SERVICE WITH 2"METER AND SETTING, EXTEND SERVICE TO CALL BEFORE YOU DIGS( L.L O C BUILDING.DOMESTIC WATER SERVICE FROM SETTERS TO BUILDING BY OTHERS 6. WHERE CONSTRUCTION IS LOCATED WITHIN A PRIVATE DRIVE, U H CV CONTRACTOR SHALL SECURE INDEPENDENT COMPACTION TESTING ° CALL DIGLINE INC. ® INSTALL 8"x2"SADDLE,2"THREADED GATE VALVE AND 2" IPS,PE,250 psi FIRE LINE ON TRENCH BACKFILL AND SUBMIT TEST RESULTS TO MERIDIAN PRIOR TO COMMENCING PROFESSIONAL SEAL PUBLIC WORKS. UNDERGROUND WORK Know what's below. 19 NEW 8"SDR-35 SEWER MAIN CaII before you dig. 208-342-1585 10 INSTALL"TYPE A"OR"TYPE B"SEWER SERVICES AT 2%MIN. PER I.S.P.W.C.SD-511 WITH 6" pNAL SEWER CLEAN-OUTS)(TRAFFIC RATED LID IN PAVED SURFACES)AS SHOWN ON PLAN SSG\S Tf FNc��L 10'69 2 p SCALE 9TF OF \ VERT.: 1" =5' 2620 2620 NO. DESCRIPTION DATE EXI TING GROUND Al SEWER CENTERLINE 2615 — z — — _ r 2615 2610 2610 392 LF OF 8" SDR-35 @ 0.60% (395 LF C - C) 2605 T- 2605 N r- l0 2600 k.0 00 2600 O c/) N + 00 " °CON UTILITY PLAN Nc-1 = L j CD Z 2595 2 < >> M. M o 2595 & PROFILE cn c/) OC z = cV fV 0 Z Z Q :� > > > N N E Z Z Z 2590 2590 NOTE: - STATIONING RELATIVE TO SEWER CENTERLINE - CALCULATE GRADE FROM CENTER OF M NHOLE TO C 6 2585 CENTER OF MANHOLE 2585 6+00 5+80 5+60 5+40 5+20 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 JOB NUMBER RSc20-81 DRAWN BY JF SEE SHEETS C3 & Ws Ws Ws�J� C4 FOR GRADING -=- � & DRAINAGE -s SEE SHEET C6 FOR WATER ACHD SIDEWALK EASEMENT C/L P/L 2615 3' 23.5' VARIES 20.95'TO 21.56' o `^ 1+98.69 19.50' Lt. 2' 39'BC-BC TVC: 2613.33 SEE SHEET C6 LIP: 2612.92 ANGLE POINT I� 10 ass FOR SEWER WS WS WS 1' S' 2' 17.5' 17.5' 2' S' 1' R/W R/W R/W R/W R/W R/W J(� N 2+ 1 ' L . ` o o SS SS 38 69 9 50 t ,, , _2% 2�- „ n e design 1+95.26 19.56' Lt. �� VA VA � "� vv v� TVC: 2613.32 I TBVC: 2614.37 \\\\\\\\ \ \/\\/\\/\\//�/,�/ ARCHITECTURE LIP: 2613.96 ,,i��i��i/�i�/i�i� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / /�/�/�ii a1 LIP: 2612.90 z6I4 725 E 2 n d St LOW POINT 8 31 LF 2+40.00 19.50' Lt. 5'WIDE,5"THICK SIDEWALK \ �\ \\\\\\\\i\ \�\�\\,�\.\,\\\\,\\,\\,\ /i,/./ \/i\/ / , 5'WIDE,5"THICK SIDEWALK 4 1+93.06 19.60' Lt. N TBVC: 2614.41 PER ACHD SUPP.SD-D09 PER ACHD Meridian ID 83642 tit o LIP: 2613.99 2+99.71 19.50' Lt. 2.5"ASPHALT,SP3,0.50 208.884.2824 TVC: 2613.5± J= 13.63 144;7Z. 28 EXTEND BASE 6"BEYOND INCH (1/2")MIX,PG-58-28 EXTEND BASE 6"BEYOND LIP: 2613.0± TC/TA/TVC TC/T TVC: 2615.60 BACK OF CURB LIP: 2615.19 BACK OF CURB 4"OF 3/4"MINUS MATCH EXISTING Yp CONSULTANT L� 6"VERTICAL CURB&GUTTER 14"OF 6"MINUS PIT RUN 6"VERTICAL CURB&GUTTER 10 0 5 10 20 14 PER ACHD SUPP.SD-701 PER ACHD SUPP.SD-701 3 �I O ° R/W R/W R /W R/W R/W R/ R/W R/W R/W ° 11 SCALE IN FEET 3 4 7% © �8.33% % 1.75% S 1.75%1 =10' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ = WILSON LANE STREET SECTION ROCK SOLID CIVIL 13.04 2.6% ^ 13.69 9 2.0% 2.0% (LOOKING EAST) Civil Engineering and Land Development Consulting 2 CC CC I 21 270 North 27h Street,Boise,ID 83702 9 O 4 4 20 Office Phone:208342.3277 N ti� I = www.rocksolidciviLcom w W W W w u �� W w W W w w w W w NTS- 2613 I 16THIS DOCUMENT IS THE PROPERTY OF 1 16 11:00:LF 19 a NEUDESIGN ARCHITECTURE,LLC AND N _ u 7 LF w IS NOT TO BE DUPLICATED WITHOUT WILSON LANE 2 �� 18 12 WRITTEN AUTHORIZATION. .00/o 2.00/o U) m w F ©NEUDESIGN ARCHITECTURE LLC Plans Are Accepted For Public �ILU Street Construction 1+50_ _ 2+00 2+50 w � 3+00 Q = UBy stamping and signing the improvement plans, the Registered Z ~ 7 Engineer ensures the District that the plans conform to all District N 1 ? �� 15 0 ° Z policies and standards. Variances or waivers must be specifically 14 00 titi 2.00% § 2.00/ and previously approved by the District in writing. Acceptance of 13 LU LU the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. S S S S S S S S SS S S S S S S S S SS w� EXSSMH-1 �61s BY DATE: �619_ 1+93.41 8.18' Rt. 36LF 8 SSMH A-1 SSMH A-2 o ADA COUNTY HIGHWAY DISTRICT p 0 2+19.41 8.18' Rt. 2+96.21 8.18' Rt. ( UTILITY NOTES 7 1 4 4 .6% -2.0% -2.0% 1. CONTRACTOR TO COORDINATE LOCATION OF THE JOINT TRENCH 7 - - 11 AND SUBMIT PLANS TO THE ENGINEER FOR APPROVALS. L - - - - - - - - - - r - - - - - - - - - - - 0 2615 2. WATER MAIN SHALL HAVE 4 FEET(4')OF COVER. O m 5 �1.75% if O 1.75% O 2. ALL WATER VALVES SHALL BE PER I.S.P.W.C.SD-408. U ____14_ 3. WHERE CONSTRUCTION IS LOCATED WITHIN A PRIVATE DRIVE, J CALL BEFORE YOU DIG! 2 2+40.00 19.50' Rt. 15 CONTRACTOR SHALL SECURE INDEPENDENT COMPACTION -R/W R/W R/W R/W R/W R/W o TBVC: 2614.41 TESTING ON TRENCH BACKFILL AND SUBMIT TEST RESULTS TO o = 2+99.7119.50 Rt. CALL DIGLINE INC. � � LIP: 2613.99 MERIDIAN PUBLIC WORKS. PRIOR TO COMMENCING 2+05.06 19.50 Rt. TVC: 2615.19 UNDERGROUND WORK 1+95.06 19.96' Rt. TBVC: 2613.50 2614___ GRADE BREAK LIP: 2615.19 w Know what's below. TVC: 2613.40± LIP: 2613.08 z Cal before you dig. 208-342-1585 LIP: 2613.0± ANGLE POINT w MATCH EXISTING 0 1+97.32 19.85' Rt. TBVC: 2613.46 LIP: 2613.04 LOW POINT V) O LLJ 0 > z < O SCALE w Q w > HCl 1" = 10' w � Lq w 2618 I� Lri 2618 Z _ w 0 O W �o � w > J Q w c� CIO " O_ U LL CV 0 Nko Q N N EXISTINGGR UNDATCENTERLI E Q J z KEYNOTES PROFESSIONAL SEAL O m x O m Q w N w w M r-1 w Lr; `� J FINISHED GRADE AT CENTERLINE 2616 a m N w (D O1 SAW CUT EXISTING PAVEMENT 2616 Q > ~ Q w Q _ OZ SAW CUT AND REMOVE EXISTING CURB&GUTTER AND SIDEWALK SS�ONAL FNc Q OC o c~ L N w C7' 2•0 /� O MATCH EXISTING CURB&GUTTER AND SIDEWALK ��G\S T f ® CONSTRUCT 6"VERTICAL CURB&GUTTER(PER ACHD SUPP.SD-701) 10 69 2 2614 / a n o O CONSTRUCT 5'WIDE CONCRETE SIDEWALK(PER ACHD SUPP.SD-709). 2614 s'ACj-Z-2I / CONTRACTOR TO VERIFY CROSS SLOPE NOT TO EXCEED 2.0%(NO TOLERANCES 9TF \OP ALLOWED) ✓ COS�E'�� r 1 © CONSTRUCT 25'WIDE CONCRETE DRIVEWAY APPROACH(PER ACHD SUPP.SD-710) 0.21% 2612 O7 INSTALL TYPE I INLET CATCH BASIN NO. 1(PER I.S.P.W.C.SD-601), 12" INV.OUT 2612 2610.46 NO. DESCRIPTION DATE I I III ® INSTALL 12" PVC(DR-32.5 OR EQUAL)STORM DRAIN LINE I O INSTALLTYPE I INLET CATCH BASIN NO.2(PER I.S.P.W.C.SD-601), 12" INV.IN/OUT2610.32 = I 2610 j I 1O INSTALL 1000 GALLON SAND/GREASE TRAP NO. 1(SEE DETAIL,SHEET C6) 2610 g� V\IATER I 11 INSTALL TYPE II SIDEWALK TERMINUS BARRICADE w/KICKPLATE AT BASE(PER ACHD I SUPP.SD-1132A) EXISTING 8"WATER I 12 INSTALL TERMINUS BARRICADE TYPE III (PER ACHD SUPP.SD-113213).THIS I ROADWAY TO BE EXTENDED IN THE FUTURE 2608 I 13 2608 CONNECT TO EXISTING MANHOLE,INV.=2603.93.ANY EXISTING CLEAN-OUT I AND/OR SEWER PIPE TO THE EAST SHALL BE REMOVED I I N I 14 EXISTING 10"SEWER MAIN I I I 15 INSTALL NEW 10"SDR-35 SEWER MAIN 2606 I23 LF Of 16 POTABLE AND NON-POTABLE WATER CROSSING(SEE WATER NOTE 2,SHEET Cl) 2606 �0" SDR-35 @ 0.55% 73 LF OF 10" SDR-35 @ 0.55% (77 LF - C) I I (26 LF C - C) 17 CONNECT TO EXISTING WATER MAIN AT TEE I I I 0 18 INSTALL NEW 8"C-900 WATER MAIN 17 2604 EXISTING 10"SEW i 1 19 INSTALL 8"TEE(MJxMJxFLG) 2604 _ ____________________ ______ 20 INSTALL 8"GATE VALVE(FLGxMJ) � 21 INSTALL TEMPORARY BLOW-OFF ACHD 00 kD FRONTAGE °° 2602 PLAN & 2602 � � � M .. O W rn N 0 O rn " N N � o PROFILE N 00 N l0 Lf1 � NN 1000 w Z 1 O+1rH- � � rn rl O� 00 = N r,4 O 2600 ti _ Q + l0 ~ = 0) " � o0 2N " ozZ � 2600 + N N Z Ln NOTE: - STATIONIN RELATIVE TO STREET CENTERLINE Ln Q � > > > N N � Z Z Z W � � zzz - CALCULATE GRADE FROM CENTER OF M NHOLE TO C5 2598 CENTER OF MANHOLE 2598 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 JOB NUMBER 1 20-81 DRAWN BY JF x 405 RILEY PLANNING SERVICES P.O.Boise,,ID 83701 4 " Single Post Perforated Square Table LAND USE PLANNING • DUE DILIGENCE • INDIVIDUAL ASSESSMENTS