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 & FoundationONLY, MG 9-10-15. Other grading workoutside of the building footprint such as storm drain and final grading are notapproved. By the developer going forward with the F&F thefloor elevation will be set prior to approval of a grading & drainageplan stamped by a civil engineer that may result in significant increased coststo the developer to resolve site specific challenges to preparing an approvablesite grading & drainage plan.
Correction, MG 9-10-15, 3-9-16, 4-29-16 (Sheet C1.0 hasnot been signed by the Engineer).
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. See S12167Afognak Subdivision, Tracts A, B, & C.
2. ADVISORY NOTE: The ground immediately adjacent to the foundation shall be sloped away from thebuilding at a slope of not less than 5 percent for a minimum distance of 10feet. Impervious surfaces within 10 feet of the building foundationshall be sloped a minimum of 2 percent away from the building. IBC 1804.3.
3. With the informationprovided it appears that the depth of cover does not always reach the minimum4' as required in DCM 2.7.J. Insulation (indicate type, width andthickness) and/or heat tracing is required in this situation. Not Resolved, MG 3-9-16. Resolved, MG 4-29-16.
4. Indicate the installation of storm drain pipe locator tape three feet below finish grade or two feet deep inthe street structural section. MASS Section 20.13 Article 13.3.E, page 39R2. Resolved, MG 3-9-16.
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. Not Resolved, MG 3-9-16. Resolved, MG 3-10-16.
6. Ref. C1.0; Commercial driveways require a 20' long landing area where the driveway intersects withthe roadway that must not exceed a +/- 2% maximum grade. Forsemi-tractors or trailers, provide a 30 foot long landing area of +/-2% maximumgrade where the driveway intersects with the roadway. DCM Appendix 1B,MOA Driveway Standards 12-11-2006. Not Resolved, MG 3-9-16. Resolved, MG 4-29-16.
7. ADVISORY NOTE: No CCO/CO/Permit Close-out until all driveways, traffic ways and drainage elementsof the approved plans have been verified to have been completed. Providea schedule to Pam Ronning prior to commencing work. Provide 24 hoursadvanced notice for inspection by contacting: Pam Ronning at 764-9267 or343-8296. In addition provide a grading and drainage plan asbuilt to PamRonning prior to issuance of the CO.
8. PDCIVIL comments may be incomplete pending further submittals.
