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PZ - Elevations Discussion From: Anaie Cuellar To: Alan Tiefenbach Subject: FW: FW: Elderberry Estates Date: Monday,July 12,2021 6:11:40 PM Attachments: imaae.ona External Sender-Please use caution with links or attachments. Alan, In the email below is a rendering of what the developers are looking at. However they have expressed to me that they want each building to have it's own unique look. They don't want the buildings looking exactly alike. They were planning on bringing forth more detailed drawings during design review. But if you need more let me know. Angie Cuellar, Planner Masc-)n �r Associa tes Inc. Professional Engineers,Land Surveyors and Planners 924 3rd St.So.,Suite B,Nampa, ID 83651 Ph(208)454-0256 Fax(208)467-4130 e-mail:acuellar(@masonandassociates.us From: Chad Joy<mr.chad.joy@gmail.com> Sent: Monday,July 12, 2021 3:45 PM To: Angie Cuellar<acuellar@masonand associates.us> Cc:Jon Long<idaho4you@gmail.com> Subject: Re: FW: Elderberry Estates My guess is elevations are referring to the front of the duplexes and how they will each look different (style of the front siding). I'll let Jonathan weigh in since I am guessing.They won't all look like this: ^t i https://www.simplicit)i homes.com/model/king-duplex/#floorplan One Ascent LLC Chad Joy Owner I One Ascent LLC mobile: 208.789.1849 email: mr.chad.Joy(&gmail.com From:Alan Tiefenbach <atiefenbach(@meridiancit)l.org> Sent: Monday, July 12, 2021 2:36 PM To:Angie Cuellar<acuellar�masonandassociates.us> Subject: Elderberry Estates Angie, I am going through your submittal for the Elderberry Estates. One of the requirements, especially for Old-Town zone districts, are building elevations. You have submitted a file called "Concept Plan and Elevations" but there are no conceptual building elevations. I'll need these before I can schedule this case for hearing.The Planning Commission (and Council) will definitely want to see them. Alan Tiefenbach Current Associate Planner City of Meridian Community Development Dept. 33 E. Broadway Ave., Ste. 102, Meridian, Idaho 83642 Phone: 208-489-0573 1 Fax: 208-489-0571 C4fE III } 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. �I FBI III Isr rw�xs=s B H IN40_+,*I A- Y4t: -- -I LE—Tj!_.� _"'°-'"""R SIMPLICITY i5• L- - TMM�i arl:k ¢r µS DMHWE6 - PH �xx swuiarn ws -- � ricxc rlia»�ur na H+wor�� /L.0 - V II II -^I __- rN 7llR�'JII� W ■ LIJ FRONT ELEVATION w ZD 1 LF 1 p Z w w -W.`.-r+wnr.x f i5• G- !Q tr n a ert:ti. REVISKW 444 CUMEW AS OF 9t2MIJ El El m El El Cl 1312 01:100momo = IINIrX2 11NI-wi IT.I. _ ELEVATIONS li 4 FRONT ELEVATION AFF nS Mason & Assoclates )nc. PRELIMINARY SOIL REPORT: ELDERBERRY ESTATES SUBDIVISION t� HAL [L 9212 0 6yj 4Td OF �41441 J. DATE: 7/1/2021 DEVELOPER: Long & Joy 6504 E Driver CT Nampa, ID 83687 ELDERBERRY ESTATES SUBDIVISION PRELIMINARY SOIL REPORT The project is a residential-use project. It is approximately 0.645 acres located east of N. Meridian Road with the address of 1332 N. Meridian Road. The USDA's soil report for Ada County was used for this preliminary report. Existing soil conditions consist primarily of Purdam silt loam. The regional parent material is comprised of mixed alluvium and lacustrine deposits. The soil exhibits the following properties: • Depth to restrictive feature: 20 to 40 inches to duripan • Drainage class: Well drained • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Calcium carbonate, maximum content: 25 percent • Maximum salinity: Nonsaline to very slightly saline (0.0 to 4.0 mmhos/cm) • Sodium adsorption ratio, maximum: 10.0 • Available water capacity: Low (about 4.7 inches) The soil exhibits the following profile: • 0 to 4 inches: Silt loam • 4 to 10 inches: Silt loam • 10 to 13 inches: Silty clay loam • 13 to 19 inches: Silt loam • 19 to 24 inches: Silt loam 24 to 38 inches: Cemented material • 38 to 60 inches: Stratified sand to loam There does not appear to be an issue with groundwater at this location. A full geotechnical report will follow and be submitted with the final plat and construction drawings. Groundwater is estimated at greater than 4' along the lane/drive proposed on this site.