| BLD-Aging Inspection | 8/14/2019 | 8/14/2019 | 8/19/2019 | | PEND |
 Dave Hannah
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| BLD-Aging Inspection | 8/13/2019 | 8/13/2019 | 8/19/2019 | | PEND |
Dave Hannah
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| BLD-Footing | 3/29/2019 | 4/1/2019 | 4/1/2019 | A | PASS |
Dave Hannah
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Chris Phone #: ###-#### first wall ftg ok
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| Inspection Record Card- Bld | | | 2/11/2019 | | DONE |
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| Issue PAID IN FULL permit | | | 2/11/2019 | | DONE |
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| Routing - PLAN CHECK | 2/7/2019 | | 2/7/2019 | | PASS |
Michael Hanson
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| Routing Off Site - STRUCTURAL | 2/7/2019 | | 2/7/2019 | | PASS |
Michael Hanson
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Per Jan W. @ Stapley engineering. See documents in ePlan.
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| PLANS/APPL TAKEN TO FRONT DESK | | | 2/7/2019 | | DONE |
Michael Hanson
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| Routing PW Grading-Hillside | 2/7/2019 | | 2/7/2019 | | PASS |
Melissa Jannusch
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A letter from the applicant’s geotechnical engineer indicating that the footing/column subgrade is acceptable must be approved by Public Works prior to scheduling a footing inspection. Please e-mail the stamped inspection approval letter to mjannusch@cityofboise.org and allow 24 hours for subgrade approval processing. Call Melissa Jannusch at ###-#### with questions.
Prior to obtaining a final for the permit, the roof storm drainage system must be inspected by Public Works. Call Melissa Jannusch at ###-####.
The final inspection of the site grading and drainage work shall be done by the design engineer. Written approval shall be submitted to Boise Public Works prior to the issuance of the building final.
An erosion and sediment control site preparation inspection is required for this site. The site preparation inspection takes place after all required erosion and sediment control best management practices have been installed and BEFORE any earthwork takes place. Call ###-#### to schedule an inspection.
All disturbed slopes included in the construction of this project must be stabilized and approved by Public Works before a Final Occupancy Permit is granted. If weather conditions prohibit revegetation and stabilization activities, the contractor shall provide a bond/surety agreement or an irrevocable letter of credit in the amount of 110% of the cost estimated by the project engineer to enable stabilization of the site. Call ###-#### for an inspection.
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| Permit Ready to Issue | | | 2/7/2019 | | DONE |
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met
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| Plan assigned to (M_H) | 7/5/2018 | | 2/7/2019 | | DONE |
Michael Hanson
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07/24 main permit is BLD18-02370 approval of this permit is dependant on the main permit approval. MDH
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| Routing Off Site - STRUCTURAL | 1/18/2019 | | 1/18/2019 | | FAIL |
Michael Hanson
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Per Jan @ Stapley engineering. See ePlan for corrections required. MDH
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| Routing - PLAN CHECK | 1/16/2019 | | 1/16/2019 | | FAIL |
Michael Hanson
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#310 form requirements not satisfied. See changemarks in ePlan.
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| Routing PW Grading-Hillside | 7/5/2018 | | 12/4/2018 | | FAIL |
Melissa Jannusch
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Hillside Review #1 BLD18-02370 603 N SAN FELIPE DR 83712
Geotechnical report
1. Upload original geotechnical engineering report
2. Provide a conclusion from the geotechnical engineer on the suitability of the site to be constructed as proposed based on the most recent grading and drainage plan.
3. The geotechnical engineer will need to comment on the location of the seepage bed and provide any recommendations to protect the downslope home.
4. Perform infiltration testing to obtain a design infiltration rate for seepage beds
Hillside report
5. Update points under soils evaluation 2. Construction recommendations f) and note under Grading and Drainage design note 5. to match the plan and 6. Proposed Drainage Construction a)
6. Move foundation drain below footing
7. A modified proctor ASTM 1557 is recommended by the geotechnical engineer. Please update in hillside report.
Structural Engineering
8. Letter from the structural engineer on the condition of the existing rock walls and their ability to bear the new proposed structures and any recommendations to prevent sliding, overturning, or failure.
9. Seepage bed structures must be 10' from structure foundations a structural engineering may approve seepage bed setbacks from structures that are less than 10'. Please provide a statement from the structural engineer on allowing the reduced setback to the foundations or move the seepage beds.
Grading and drainage plan
10. Is the existing north retaining wall to remain? Please note on the grading and drainage plan and provide wall heights and bottom of wall elevations
11. Provide a cross section of the existing rock walls and the new walls
12. Label roof drains and show downspout locations
13. Show trench drain on grading and drainage plan
14. Label perforated pipe in seepage beds
15. Show monitoring well locations
16. Provide IDWR shallow injection well form for seepage beds
17. Provide sizing calculations and drainage time calculations for seepage beds
18. Perform infiltration testing to obtain a design infiltration rate for seepage beds
Foundation plan S 1.1
19. Provide full sheet. Submitted sheet is cropped on the south edge of the plan
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| Routing PW Grading-Hillside | 12/3/2018 | | 12/3/2018 | | FAIL |
Melissa Jannusch
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No new information or plans uploaded to ePlan review. Correction still required.
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| Routing - PLAN CHECK | 11/30/2018 | | 12/3/2018 | | FAIL |
Michael Hanson
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No new documents were uploaded. MDH
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| Routing Off Site - STRUCTURAL | 10/10/2018 | | 10/10/2018 | | FAIL |
Carl D Madsen
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| Routing PW Grading-Hillside | 9/24/2018 | | 10/5/2018 | | FAIL |
Michael Hanson
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Per ePlan
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| Routing Off Site - STRUCTURAL | 8/6/2018 | | 10/1/2018 | | FAIL |
Michael Hanson
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Per Jan W. @ Stapley engineering see attached documents. MDH
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| Routing - PLANNING | 9/28/2018 | | 9/28/2018 | | PASS |
Nicolette Womack
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| Routing - MECHANICAL | 9/26/2018 | | 9/26/2018 | | PASS |
Chad Schwendiman
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| Routing - PLAN CHECK | 9/24/2018 | | 9/24/2018 | | FAIL |
Michael Hanson
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10 of 14 changemarks resolved. Please resolve the remaining 4 changemarks. MDH
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| Telephone call | | | 9/4/2018 | | DONE |
Michael Hanson
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Contact Doug Cobb and the structural engineering is expected back soon. Hoping to get this permit resubmitted this week. MDH
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| Telephone call | | | 9/4/2018 | | DONE |
Michael Hanson
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Contacted Doug Cobb, the structural engineering is to be completed soon and he is hoping to have a resubmittal in this week. MDH
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| Routing - FIRE | 7/5/2018 | 7/5/2018 | 8/10/2018 | | PASS |
Tim Frost
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8/15 New SFH
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| Routing Off Site - STRUCTURAL | 8/6/2018 | | 8/6/2018 | | FAIL |
Michael Hanson
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Per Jan W. @ Stapley engineering see attached documents. MDH
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| 1st review completed | | | 8/6/2018 | | FAIL |
Michael Hanson
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| Routing - PLAN CHECK | 7/5/2018 | | 8/6/2018 | | FAIL |
Michael Hanson
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See ePlan changemarks. MDH
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| Route to Impact Fee Review | 7/27/2018 | 7/30/2018 | 7/30/2018 | | PASS |
Eric Bilimoria
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Initial residential review of new SFD permits requested for now.
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| Routing - PLANNING | 7/5/2018 | | 7/27/2018 | | FAIL |
Nicolette Womack
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The retaining walls used to support the stairs in the north-west and south-west corner of the property will need to be separated by 5 feet; All parts of the wall including footing and excavation work will need to remain entirely on the subject property.
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| Routing - Erosion and Sediment | 7/5/2018 | | 7/6/2018 | | PASS |
Andy J. Long
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ESC site map and narrative approved. Certified RP desingated. Site preparation inspection is REQUIRED.
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| Routing - Addressing | 7/5/2018 | | 7/5/2018 | | PASS |
Doug Chausow
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| Routing - PUBLIC WORKS | 7/5/2018 | | 7/5/2018 | | PASS |
Morgan Webb
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| Routing - MECHANICAL | 7/5/2018 | | 7/5/2018 | | FAIL |
Chad Schwendiman
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emailed Legands mechanical.
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| Plans ACCEPTED BY PLAN TECH | | | 7/5/2018 | | DONE |
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| Intake Approval | | | 7/5/2018 | | PASS |
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| Recd Pcfee & Taken To Pln CK | | | 7/5/2018 | | DONE |
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| Application received | | 7/27/2018 | | | |
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