1415 75TH ST SW BASE FILE 2016-01-01 MF Import

...__ _ 0'Donnell, Erigham s Partners, N. W. E-1540 _ p'ponnell, Urigham 6 Partners, N. W. E-1`40 — May 19, 1901 Pag� 2 PROJECT DESCRIPTION A.t the time our study wa3 performecl, the site and pxoposPa builc�ing loca!:ions weie as shown schemat:ically on tlie Tr.st Pit Locat.ton Flan, Plates 1 and 2. Tliese ai�e based on two site plans, one for each site, by Ren ❑imr_�. Architects, dete.� April 9, 1900 and two separate to�oqrapl�ic surveys by Triad 4ssc.- ciates, dated May 13, 1900 and May 7, 1900 for the East znd West sites, respectively. It is planned to construct tuo conerete tilt-up warehouse/ office structures on the east sile, Duildings 2 and 3 and four similar structures on tlie west site, Uuildings 4 tlirougl� 7• The building plan areac vary trom approximately 120 feet by 200 Eeet for Bulldinq 4 to about'200 Eeet by 500 feet for Duilding 2. Finislied floor el�vations for Duildings 2 and 3 are presently ex- pected lo be Glev. 672 and Elev. 676, respectively. Duildings 4 througli 7 are presently planned to liave finislied floor at Elev. 654. Tlie maximum anticipated column loads are expected to be on tlie order oE app:oximately one liundred (100) kips, for dead plus live loads. Tlie maximum anticipated wall loads are expected to be about ttiree (3) kips per. linear foot, witli floor loadings being on the ordcr of about two liundred-fif.ly (250) pounds per square foot (psfl. lt is anticipated.that each building will include one or more loading docks, whicli will be approximately four (4) Eeet hi9h. Consequently, retaining walls of approxi- mately Eour and one-halE (4-1/2) Eeet in height will be re- ;uired. Paved parking for one hundred eighty-Lour (184) vehicles and access roads to each structure are to be provided on the eastern site. Three hundred five (305) parking lots and access roads to ench structure are Co be provided on the western site. Present design elevations will require cuts oE up to approx- inately eighteen (18) and twenty-six (25) feet on the west and eact sites, respectively. Fills oE up to about sixteen (16) Eeet are expected or. the eastern �ite and, where th�oeart�roxi- bankmenL is to be construr_ted on tl�e west site, up pp mately Cwenty-seven (27) teet. IL any oE Lhe above design criteria change, we should be consulted Co review the recommendatlons contained in this report. In any case, it is recommended that Earth Consultants, lnc. be pcovided the opportunity Lor a general review o[ [Inal design. ..... . ...............v n,ncmnin