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OERTEL <br />114:1 <br />0 <br />v <br />76'-0" <br />24'-6" <br />25'-0" e 24'-6" <br />� a <br />I <br />I <br />do <br />d v <br />II <br />II <br />WOOD TRUSSES, <br />d° <br />a <br />WOOD RAFTERS & WOOD <br />I <br />FRAMING ABOVE <br />d <br />II <br />II <br />(SEE STRUCTURAL) I <br />II <br />II <br />d <br />a <br />° <br />° <br />II <br />II <br />12" C.I.P. REINFORCED I <br />II <br />II <br />I 12" C.I.P. REINFORCED <br />CONCRETE RETAINING WALLS I <br />I CONCRETE RETAINING WALLS <br />- SEE STRUCTURAL I <br />I SEE STRUCTURAL <br />° <br />(Approximately 104" above <br />I (Approximately 10411above <br />grade) I <br />II <br />I grade) <br />II <br />° <br />II <br />II <br />II <br />II <br />II <br />II <br />da° <br />II <br />I I <br />II <br />II <br />II <br />I I <br />II <br />II <br />d <br />d <br />0 <br />II <br />6" REINFORCED CONCRETE I <br />II <br />6" REINFORCED CONCRETE I 6" REINFORCED CONCRETE <br />° d <br />Q <br />SLAB ON GRADE - SEE I <br />SLAB ON GRADE - SEE I SLAB ON GRADE - SEE <br />° <br />STRUCTURAL I <br />II <br />II <br />II <br />STRUCTURAL I STRUCTURAL <br />II <br />II <br />I <br />II <br />II <br />II <br />WOOD TRUSSES, I <br />II <br />II <br />II <br />WOOD TRUSSES, <br />° <br />WOOD RAFTERS & WOOD I <br />WOOD RAFTERS & WOOD <br />° <br />FRAMING ABOVE I <br />FRAMING ABOVE <br />ad <br />(SEE STRUCTURAL) I <br />II <br />I I <br />II <br />(SEE STRUCTURAL) <br />II <br />I I <br />II <br />d <br />I <br />II <br />WOOD TRUSSES, <br />WOOD RAFTERS & WOOD <br />d <br />FRAMING ABOVE <br />II <br />II <br />(SEE STRUCTURAL) <br />II <br />II <br />II <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — ad <br />II <br />_ — — _ — — — _ _ — — _ _ — — — — — — — — — J-1_ — — — — — — — — — — — — — — — — — — — — — — — _ _ — — _ _ — <br />REINFORCED CONCRETE <br />PIERS - VERIFY WITH <br />DESIGN - BUILD ENGINEER <br />0' 8' <br />\ 71;/ <br />Scale North <br />I <br />44 \ 14'-0" CLEAR TO <br />2 UNDERSIDE OF <br />STRUCTURE (TYP.) <br />A0.4 <br />MATERIALS STORAGE STRUCTURE PLAN <br />DDCCIAI KATI CI ACUTAIC / <br />1 /4" 1'-0" <br />REINFORCED CONCRETE <br />PIERS - VERIFY WITH <br />DESIGN - BUILD ENGINEER <br />T.O. ROOF <br />EL.119'-0" <br />CAO <br />REINFORCED CONCRETE <br />PIERS W/ PAD FOOTINGS <br />- SEE STRUCTURAL <br />T.O. ROOF <br />nnr rni mirrnrn rinr n—A—ARIT r rninn <br />MATERIALS STORAGE STRUCTURE SECTION <br />1 /4" = 1'-0" <br />HERMALLY TREATED FINISH <br />LAP SIDING (RUN VERTICALLY) <br />NVENT/ RAINSCREEN <br />IRE -RETARDANT, EXTERIOR GRADE <br />VOOD SHEATHING <br />-IRE-RETARDANT, EXTERIOR GRADE <br />ID STUDS <br />IRE -RETARDANT, EXTERIOR GRADE <br />VOOD SHEATHING <br />C.I.P. CONCRETE WALL J` <br />EL.1104" <br />1. BITUMINOUS PAVING <br />EL.100'41 <br />ALLS <br />ve <br />ARCHITECTS <br />1795 ST. CLAIR AVENUE <br />ST. PAUL, MN 55105 <br />(651) 696-5186 <br />www.oertelarchitects.com <br />PROJEC— I P,'AE: <br />City of Hugo <br />Public Works <br />Facility <br />Hugo, MN. <br />PROJECT NUMBER: <br />20-01 <br />DATE OF ISSUE: <br />JUNE 161 2020 <br />DRAWN BY: <br />EMW <br />CHECKED BY: <br />J LO <br />REVISIONS <br />O� <br />L0 <br />1O <br />I HEREBY CERTIFY THAT THIS <br />DOCUMENT WAS PREPARED <br />BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM <br />A DULY REGISTERED ARCHITECT <br />IN THE STATE OF MINNESOTA <br />SIGNATURE <br />DATE <br />LICENSE # <br />SHEET NAME: <br />I SLAB ON GRADE - SEE I I I I SLAB ON GRADE - SEE I MATERIALS <br />STRUCTURAL REINFORCED CONCRETE REINFORCED CONCRETE STRUCTURAL <br />REINFORCED CONCRETE PIERS W/ PAD FOOTINGS PIERS W/ PAD FOOTINGS REINFORCED CONCRETE STORAGE <br />FSEE STRUCTURAL SEE STRUCTURAL [ STRUCTURE <br />FOOTING -SEE STRUCTURAL FOOTING -SEE STRUCTURAL <br />MATERIALS STORAGE STRUCTURE ELEVATION MATERIALS STORAGE STRUCTURE ELEVATION SHEET NO: <br />2 1/4" 1'-0" 1/4" 1'-0" <br />A093 <br />PLOTTED: 6-16-2020 FILE NAME: A0.3-2001.dwg <br />