Fire Resolved The tapered fuel island design does not appear to comply with 2015 IFC section 2306.7.3

Fire Resolved Underground flammable storage tanks require a separate permit from the fire department. The installing contractor is required to obtain the permit.

Planning Resolved Off-Street Parking: 6,014sqft/250 = 24 parking stalls required. Applicant is currently showing 19

Planning Resolved Street Trees: Page Drive South is a local street that requires 6 street trees. Only 1 tree is shown on the drawing. 13 Avenue S requires 6 street trees and only 3 are shown on the drawing. Direct street tree questions to Scott Liudahl

Planning Resolved Open Space Landscaping: 70% of open space landscaping must exist in the front or street-side setback.

Engineering Resolved 1. An easement and/or shared use agreement is required for the south, shared access to the site. Please provide a copy of the document providing for the shared access. The document must address maintenance and repair work; particularly the cost sharing arrangements.

Engineering Resolved 2. On Sheet C-100, there is some utility demolition not noted on the plan; specifically water and sanitary services. It appears the existing sanitary service will be demolished; the old service must be capped or plugged as close to the curb as possible. I attached the existing sanitary tie for your information and file. It appears the water service, from the main to the curbstop or valve, will remain in place. Should the water service be removed, this must be done at the main. It further appears the existing service is 4 inch C900 PVC; I have attached the water tie for your information and use.

Engineering Resolved 3. On Sheets C-100, C-101, and other sheets showing work in the right-of-way (ROW), please add the following note: “Excavation or other work in the right-of-way shall require a Traffic Control Plan that meets all Manual of Uniform Traffic Control Devices (MUTCD) requirements. This plan is required before any permits to work in the right-of-way will be issued.”

Engineering Resolved 4. On Sheet C-201, the building FFE is noted as 904.12. The required minimum elevation is 904.5. this comes from the 41 Foot “Water Surface Elevation Inundation Area” (WSEIA) floodplain. The required value for the WSEIA in this area is 903.3 plus 1.2 feet = 904.5. I have attached a GIS picture of this floodplain. The goldish brown number is the 41 foot floodplain – but the City adds 1.2 feet to the requirement – hence the 904.5 requirement.

Engineering Resolved 5. On Sheet C-301, the type (SDR35?) of sanitary piping is not noted. Same for the storm piping. Also, some inverts appear to be missing for both the sanitary and storm systems.

Engineering Resolved 6. On Sheet C-301, clarify how the underground storm water storage connects to the storm piping. On the plan it appears as though the piping bypasses the storage tank.

Engineering Resolved 7. On Sheet C-201, clarify how water S of the building leaves the site. It appears to maybe sheetflow off the property onto the neighboring properties. We can’t allow water to be shed onto neighboring properties without an agreement of some kind.

Engineering Resolved 8. With regard to the stormwater report (page 6), the 1CFS/acre maximum discharge rate is for all storms up to the 100 year storm. However, for smaller parcels (parcel < 3 acres), our policy allows a bit larger discharge rate. For this 1.43 acre lot, the maiximum discharge allowed is 2.2CFS – this includes up to the 100 year storm.

Engineering Resolved 9. Please provide the detention facility hydrograph for the 2 year storm. The drawdown time must exceed 24 hours. If it does not exceed 24 hours, a “defender” device may have to be utilized on site

Engineering Resolved 10. On sheet C-100, please add the following note: “If a streetlight requires temporary or permanent relocation, contact Dave Helland at (701) 241-1557.”

WSEIA 41 Resolved 904.5' required. Plans show 904.12' Revision on FFE will be required. New plans show 904.62' for FFE.

Inspections Resolved FFE on sheet C201 needs correction as the building falls in the 41' WSEIA area. 904.5' elevation is required minimum.

Inspections Resolved S-001 shows 2000 psf assumed soil load-bearing capacity. Please note City of Fargo accepts assumed bearing of 1500 psf or less. Any number higher than 1500 psf requires geotechnical exploration and report. Please provide report or re-design foundations for 1500 psf or less.

Inspections Resolved detail 4 on sheet S-501 shows b.o. footing at 4'-0". Please revise all footings to be below 4'-6" depth, as this is the frost depth in the City of Fargo. Please re-submit revised structural documents.

Inspections Resolved Please provide structural information and detailing for canopy over gas pumps shown on plans.

Inspections Resolved IMC, s. 306.5 roof access is required. It is not clear from plans if such access is provided. Please provide information and detailing.

Inspections Resolved Special Inspections schedule has been submitted for soils only. Special inspections on steel and all other special inspections needed for this project per IBC shall be outlined in updated schedule.