78,062 sq ft (4) story mixed occupancy hotel OK TO ISSUE GRADING/EXCAVATION WITHOUT FEES PAID PER GRETCHEN 9/1/2017 PLAN REVIEW FEES PAID IN FULL, X17-1099 PAID IN FULL 6/6/18 ***10/9/18 OKAY FOR GENERAL TO P/U FOR JM MECH... SLO
***OK FOR F&F AND CORE/SHELL ONLY! - CHANGE ORDER REQUIRED FOR UPDATED CIVIL PLANS TO INLCUDE SHARED ACCESS (REF PERMIT #C21-1153) PRIOR TO ISSUING FULL PERMIT - RDO / G.SOULE 03/18/24***
*** ORIGINAL FEES WERE PAID BY CHECK WRITTEN BY PROPERTY OWNERS (ANCHORAGE MC HOLDING LLC). WRITTEN LETTER BY OWNER REQUIRED FOR EACH CONTRACTOR TRASNFER (ALL DISCIPLINES AS NECESSARY) - RED 6/26/24
MOA & MC HOLDING LLC AGREEMENT OF REINSPECTION FEES DUE (169 INSPECTIONS @$175/EA LOADED IN INFOR 7/2/24) TO PROCEED WITH PROJECT (EMAIL ATTACHED FOR RECORDS ALONG WITH TRANSFER OF CONTRACTORS TO JANSEN AS GENERAL AND SAMSON FOR ELECTRICAL)- RED 7/2/24
FULL PERMIT ISSUED - 9/3/24 - RED
OK for Footing & Foundation ONLY, MG 9-10-15. Other grading work outside of the building footprint such as storm drain and final grading are not approved. By the developer going forward with the F&F the floor elevation will be set prior to approval of a grading & drainage plan stamped by a civil engineer that may result in significant increased costs to the developer to resolve site specific challenges to preparing an approvable site grading & drainage plan.
Correction, MG 9-10-15.
1. Please provide a copy of the planning and zoning commission resolution or summary of action ("S" case) or new plat if applicable. Please provide a copy of the UDC / Community planning conditions of approval if applicable.
2. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than 5 percent for a minimum distance of 10 feet. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2 percent away from the building. IBC 1804.3.
3. With the information provided it appears that the depth of cover does not always reach the minimum 4' as required in DCM 2.7.J. Insulation (indicate type, width and thickness) and/or heat tracing is required in this situation.
4. Indicate the installation of storm drain pipe locator tape three feet below finish grade or two feet deep in the street structural section. MASS Section 20.13 Article 13.3.E, page 39 R2.
5. Indicate the locations of temporary snow storage areas on the site grading and landscape plans with no obstruction to onsite drainage and no adverse drainage to adjacent lots, on site or the Right-of-Way.
6. Ref. C1.0; Commercial driveways require a 20' long landing area where the driveway intersects with the roadway that must not exceed a +/- 2% maximum grade. For semi-tractors or trailers, provide a 30 foot long landing area of +/-2% maximum grade where the driveway intersects with the roadway. DCM Appendix 1B, MOA Driveway Standards 12-11-2006
7. ADVISORY NOTE: No CCO/CO/Permit Close-out until all driveways, traffic ways and drainage elements of the approved plans have been verified to have been completed. Provide a schedule to Pam Ronning prior to commencing work. Provide 24 hours advanced notice for inspection by contacting: Pam Ronning at 764-9267 or 343-8296. In addition provide a grading and drainage plan asbuilt to Pam Ronning prior to issuance of the CO.
8. PDCIVIL comments may be incomplete pending further submittals.
