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rn i 0 1 n 0 w Q 0 O 76'-6" w 33'-82„ 1 —3 7'_3„ 1 —3 11'-4" z z 12" CMU 12" CMU ~ o 2'—9 f 8'-3" w m 0 Lu Y 1 w H.D. -1. C) CD ^I Qo F.S. XF.D. 2 � 2 LINE OF SILL PLATE m w I I I Q o 1 H.D. I 0 N 2 �� o -1. o °° o 7 3 8'—O$„ —1�„ 24'-0„ F.D. I 3,-0„ 5 0 � 6 _ b ;n (TYP.) co �Y I I I I F.D. I I U H.D. cn Ln 3 H.D. 7 w Q O S-1 1 U Ln „ , „ , „ O „ , „ , » > Lo 10 —3 2 —0 —11 12'-9 2 —0 3 —0Lj_j � IT Qo H.D.I I 2 �, cn °� zo Q Ln a- 1 5 � � O O 1 N Q L -1. (0 H.D. Q � Ln 0 L4'-6" Q cn w �N I W z 1 I Q LLj O > _ I CD N J Cl- F.D. 7 � • SIN �i 8'_52» 8'-2" 5'-1" 3 0 7 rn N .D. 7 00 Lo I ILn mI }IT U-) 45 U^ 2 O • m co o F. }XQ Fj �L/ O o LL 04 Lu 44'-2" 8'-10" 21'-11" cU) Ln pLo 76'-6" ^ 4 Z J M 1 5 FOUNDATION PLAN ow SCALE: 1/4" = I -0" J~ 0 0 0 a F�G\NE * b�ti KEYED NOTES : GENERAL NOTES: A. FOUNDATION PLAN WAS BASED ON AN ASSUMED ALLOWABLE c� C7 CJ O1 12" WIDE x 18" DEEP CONTINUOUS CONCRETE FOOTING WITH (2) #4 REBAR TOP & BEARING CAPACITY OF 2,000 PSF. IT IS THE CONTRACTOR'S U V u o RESPONSIBILITY TO VERIFY THIS BEARING CAPACITY. 6 r. o (2) #4 REBAR BOTTOM WITHIN THE FOOTINGS. B. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND O2 NOT USED. APPROVED BY A QUALIFIED SOILS ENGINEER REPRESENTING THE OWNER PRIOR TO PLACING CONCRETE. EXCAVATIONS SHALL BE FREE OF WATER AT ALL TIMES. O3 PLACE SLAB THRU AT OPENINGS, SEE DETAIL 2 THIS SHEET. C. NO ENGINEERED FILL SHALL BE PLACED UNTIL EXCAVATION • BOTTOMS HAVE BEEN INSPECTED AND APPROVED BY A SOILS 4 PROVIDE 12 DEEP 4 A.F.F. FOR FURR—OUT ELEMENTS AT TOWERS. CURB ENGINEER. WIDTH TO BE DETERMINED BY FINISH FURR—OUT WIDTH. REFER TO SHEET A-1 D. BACKFILLING: D.A. BOTH SIDES OF FOUNDATION WALLS SHALL BE BACKFILLED FOR REQUIRED WIDTH. CONTINUE CURB TO FOOTING IF REQUIRED IN NORTHERN SIMULTANEOUSLY SO AS TO PREVENT OVERTURNING OR CLIMATES LATERAL MOVEMENT OF WALLS. D.B. NO FILL OR BACKFILL SHALL BE SETTLED BY THE USE OF O5 4" CONCRETE SLAB WITH #4 BARS @ 24" O.C. AT MID DEPTH OVER 1" 3/8" PEA E. SEE SHTEET S-3 FOR STRUCTURAL NOTES. Q Z GRAVEL OVER 10 MIL VAPOR BARRIER OVER 4" CRUSHED ROCK. F. SEE ELECTRICAL SHEETS FOR LOCATIONS OF UNDERGROUND LLJ J Q CONDUIT. w O6 CONTROL/CONSTRUCTION JOINTS, SEE DETAIL 4 THIS SHEET. G. SEE PLUMBING PLAN FOR LOCATIONS OF UNDERGROUND PIPING. N H. ALL CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER C _ Q7 FOUNDATION WALLS UNLESS NOTED OTHERWISE. un J O7 4'x4' AREA SLOPED TO DRAIN @ 2% (TYP.) I. SOILS CONTRACTOR SHALL REFER AND CONFORM TO ALL o Q Q RECOMMENDATIONS AND FINDINGS AS SET FORTH IN THE SOILS W O8 24" x 18" DEEP CONCRETE PAD FOOTING WITH (3) #4 BARS EACH WAY AT GEOLOGICAL REPORT. THE OWNER AND/OR ARCHITECT 0 U o BOTTOM OF FOOTING ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE N W FINDINGS. OR FOR THE FINAL RECOMMENDATIONS, GRADING, N LL C:)TRENCHING, ETC. - CONTACT OWNER FOR INSTRUCTIONS PRIOR m Z O9 NOT USED TO THE CONTINUATION OF WORK SHOULD ANY UNUSUALw ♦^ Q CONDITIONS BECOME APPARENT DURING GRADING OR V 10 HSS 3"x3"x1/8" STEEL COLUMN - REFERENCE 5/S-1 AND 3/S-2 FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND u� Z z LOCATIONS TO BE JOINTED SHALL BE VERIFIED BY THE Q CONTRACTOR PRIOR TO CONSTRUCTION. IF THEY DIFFER FROM Q rn J 11 PROVIDE 18" WIDE X 18" DEEP WITH (2) #5 BARS TOP AND BOTTOM AT SHADED THOSE SHOWN oN THE DRAWINGS, THE CONTRACTOR SHALL m 0 oN AREA. MIN., 10'-0" PAST HOLDDOWN EACH WAY. NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE `n BEFORE PROCEEDING WITH THE WORK. w < Z J. REFER TO GEOTECHNICAL REPORT PREPARED BY GULARTE & 0 W O ASSOCIATES, INC., DATED AUGUST 31, 2017, PROJECT0j V = z Q NUMBER 4037A. GRADING OPERATIONS NEED TO MEET THE o o o_ O = 0 REQUIREMENTS IN THE GEOTECHNICAL REPORT. w .. o Y Z O� U O ofa o m rn � O a_0 IY N c S - 1