Third Notice | | 4/15/2018 | 4/16/2018 | | DONE |
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credit for 7k value pulled on foundation permit bld17-03233
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Print Statement | | | 4/16/2018 | | DONE |
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mailed 4/17/18
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Second Notice | | 3/24/2018 | 4/10/2018 | | DONE |
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mailed 4-11-18
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First Notice | | 3/12/2018 | 3/14/2018 | | DONE |
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Mailed 3-15-18
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Print Occupancy Form | | | 3/2/2018 | | DONE |
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Permanent Occupancy | | | 3/2/2018 | | DONE |
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PubWorks Occupancy Approval | 3/1/2018 | 3/1/2018 | 3/1/2018 | | DONE |
Tiffany Lowery
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BLD-Final | 2/27/2018 | 2/28/2018 | 2/28/2018 | A | PASS |
Jim Storey
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Call ahead // kurt Phone #: ###-####
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FIRE-Final Inspection | 2/7/2018 | 2/8/2018 | 2/8/2018 | A | PASS |
Troy Cobbley
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life safety passed
late am please// call 1/2 hr prior // Curt Phone #: ###-####
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BLD-Framing/Rough-in | 12/13/2017 | 12/14/2017 | 12/14/2017 | A | PASS |
Mike Jordan
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Kurt Phone #: ###-####
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BLD-Wall Bracing | 11/29/2017 | 11/29/2017 | 11/29/2017 | P | PASS |
Mike Jordan
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east wall ok.
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BLD-Other | 11/29/2017 | 11/29/2017 | 11/29/2017 | P | PASS |
Mike Jordan
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5/8 type x rock on exterior west wall exterior side ok.
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BLD-Other | 11/28/2017 | 11/29/2017 | 11/29/2017 | A | CANC |
Mike Jordan
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Curt-fire wall Phone #: 208###-####. Moved to pm.
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BLD-Wall Bracing | 11/28/2017 | 11/29/2017 | 11/29/2017 | A | CANC |
Mike Jordan
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Curt Phone #: 208###-####. Moved to pm.
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BLD-Framing/Rough-in | 11/28/2017 | 11/29/2017 | 11/29/2017 | A | CANC |
Mike Jordan
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Curt Phone #: 208###-####. Moved to pm.
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BLD-Wall Bracing | 11/17/2017 | 11/20/2017 | 11/20/2017 | A | PASS |
Mike Jordan
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shear... call for details kurt Phone #: ###-####
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Issue PAID IN FULL permit | | | 10/17/2017 | | DONE |
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Print Occupancy Form | | | 10/17/2017 | | DONE |
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Plan assigned to (CDM) | 6/2/2017 | 6/2/2017 | 10/16/2017 | | PASS |
Carl D Madsen
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1st comp Sun Valley tools
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Routing PW Drainage | 10/16/2017 | | 10/16/2017 | | PASS |
Brian Murphy
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Routing - PLAN CHECK | 10/16/2017 | | 10/16/2017 | | PASS |
Carl D Madsen
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PLANS/APPL TAKEN TO FRONT DESK | | | 10/16/2017 | | DONE |
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Permit Ready to Issue | | | 10/16/2017 | | DONE |
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Need:
Revised cert of value
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Telephone call | | | 10/16/2017 | | DONE |
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called owner and told him permit is ready, need cert of value from Curt Barber (Custom Steel Structures), pay fees due, then can issue permit.
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Routing Off Site - STRUCTURAL | 8/18/2017 | | 9/22/2017 | | PASS |
Carl D Madsen
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Routing - PLAN CHECK | 8/18/2017 | | 9/22/2017 | | PASS |
Carl D Madsen
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Routing PW Drainage | 8/18/2017 | | 8/28/2017 | | FAIL |
Brian Murphy
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NEED TO REPLACE EXISTING SEEPAGE BED WHICH IS BEING ELIMINATED WITH NEW SYSTEM THAT NEEDS TO TAKE DRAINAGE BASIN TOTAL VOLUME
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Routing - PUBLIC WORKS | 8/18/2017 | | 8/18/2017 | | PASS |
Rachael Beierle
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Routing Off Site - STRUCTURAL | 7/12/2017 | | 7/18/2017 | | FAIL |
Carl D Madsen
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Routing PW Drainage | 7/13/2017 | | 7/18/2017 | | FAIL |
Brian Murphy
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NEED DRAINAGE BASIN CALCS SEEPAGE BED DETAIL M WELL PIPES SHOWN SWALE PIPE S INVERT SWALE C-33 SAND
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Routing - PLAN CHECK | 7/12/2017 | | 7/18/2017 | | FAIL |
Carl D Madsen
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Routing - PUBLIC WORKS | 7/12/2017 | | 7/13/2017 | | PASS |
Rachael Beierle
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Route to Impact Fee Review | 6/28/2017 | 7/1/2017 | 6/29/2017 | | PASS |
Eric Bilimoria
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Review requested for Commercial Permit
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1st review completed | | | 6/28/2017 | | FAIL |
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Routing - PLAN CHECK | 6/2/2017 | | 6/28/2017 | | FAIL |
Carl D Madsen
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Routing Off Site - STRUCTURAL | 6/2/2017 | | 6/28/2017 | | FAIL |
Carl D Madsen
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Routing - Design Review | 6/2/2017 | | 6/8/2017 | | PASS |
Sarah Schafer
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Approved per DRH16-00390
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Routing - FIRE | 6/2/2017 | 6/2/2017 | 6/6/2017 | | PASS |
Katie Marron
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No high piled storage/racks are indicated. High piled storage is restricted to less than 500 sq.ft. for this unsprinklered building. No additional comments required.
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Routing - PLANNING Land Div | 6/2/2017 | | 6/6/2017 | | PASS |
Todd Tucker
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Routing - Erosion and Sediment | 6/2/2017 | | 6/5/2017 | | PASS |
Melissa Jannusch
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Plan approved.
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Intake Approval | | | 6/2/2017 | | PASS |
Adele J Schaffeld-Griffin
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Carl M approved intake
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Routing - Addressing | 6/2/2017 | | 6/2/2017 | | PASS |
Laura Hunter
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Routing - PUBLIC WORKS | 6/2/2017 | | 6/2/2017 | | PASS |
Morgan Webb
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Intake Approval | | | 5/19/2017 | | FAIL |
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3rd pre-screen
Carl Madsen 5/19/17
Please review the changemarks on the checklist and proved the requested items.
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Intake Approval | | | 4/27/2017 | | FAIL |
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Ward,
The 502 checklist must still be completed with all required items provided, including but not limited to the following:
1. Design review approval letter. Provided
2. Geotechnical report. Soil scientist report ok per public works for submittal only.
3. Shallow Injection Well Inventory form.
4. Site Drainage Report.
5. Drainage System O & M plan and O & M agreement. Not provided
6. Lighting compliance and lighting plan.
7. Fire extinguisher locations.
8. Fire flow letter.
9. The engineering calculations indicate an allowable soil bearing pressure of 4,500 PSF. Please provide verification.
10 The soil capacity in the report only indicates a maximum design pressure of 4,000 PSF. at the calcium layer. The structural indicates 4,500. If 4,000 is utilized the foundation is required to be shown as extending to this depth.
Please review the previous requested items and provide all required items.
The form 502 checklist is still required to be completed and uploaded with all required items provided.
Please re-upload all sheets that are not in the proper orientation.
Carl Madsen
4-27-17
The Environmental Site Assessment from GEM Environmental must be re-uploaded as one PDF file with all sheets rotated to be vertical. The ESA is not a substitute for any of the documents required above.
Thank you,
Julie Romig
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Plan Reviewer's activity | | | 4/4/2017 | | |
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Spoke with Structural Engineer, who asked if a Geotech was required for the project. Told her that geotech is required for public works/soil infiltration, but confirmed that she could use soil bearing capacity from the building code instead of structural geotech.
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Routing PW Drainage | 6/2/2017 | | 3/28/2017 | | FAIL |
Brian Murphy
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need apdx j , strucural letter nand gutter system roof nto pond
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Intake Approval | | | 3/24/2017 | | FAIL |
Julie Romig
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The 502 checklist must still be completed with all required items provided, including but not limited to the following:
1. Design review approval letter.
2. Geotechnical report.
3. Shallow Injection Well Inventory form.
4. Site Drainage Report.
5. Drainage System O & M plan and O & M agreement.
6. Lighting compliance and lighting plan.
7. Fire extinguisher locations.
8. Fire flow letter.
9. The engineering calculations indicate an allowable soil bearing pressure of 4,500 PSF. Please provide verification.
The Environmental Site Assessment from GEM Environmental must be re-uploaded as one file with all sheets rotated to be vertical. The ESA is not a substitute for any of the documents required above.
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Intake Approval | | | 1/17/2017 | | FAIL |
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Please provide the completed form 502 checklist with all required items provide.
Including but not limited to the following:
Design review approval letter.
Geotechnical report.
Grading and drainage plan with O & M and O & M agreement
Lighting compliance and lighting plan.
Fire extinguisher locations.
Fire flow letter.
The engineering calculations indicate an allowable soil bearing pressure of 4,500 PSF. Please provide verification.
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Application received | | | 1/5/2017 | | DONE |
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Application submitted via PDS Online on Jan 5 2017 10:50AM
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