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No. 1624 STATE cn o* P Lu It, Lu Hl O U) a Huun ►vv 1ARBAUGH J A 1 u , - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - -- - - - -- — -- - - � -- — —_- = -___ = � =- �I - - — — — �_ - -- I — - -- — - -- — - 8 - - - - -8- 8 - - - 8 — 8 -- _ -g - -- 8 8 8 8 8 8 8 � 8 8 10 Xl ol 10 x10 10 x10 10 x10 10 x10 10 x10 I 10 x10 10 x10 10 x10 I 10 x10 10 x1 G i 10 x10 I! I 1 G x10 ; 10 x10 ! 10 x10 I 10 x10 10 x10 13, x1 o I 1 u x10 1 "),x i o TYR. SLAB CONTROL C�INT ! I 1 IND. i � I III 4 30 0.1C. MAX. 0 I L-- N rill 7 -- -- -- -- - I A 10 10x10 10x10 10 x10 10x10 10x10 10x10' I 10 x10 10 x10 10x10 10x10 10 x10' 10 x10 I 10 x10 10 x10 10x10 I 10xlo, I 10x10 1 G x10 ! I 10 x1 1 G x10 it ,1 L - - - - -- - - - - - -- - - - - - - - - - - - - -- - - - - - -- - - - - - -- L - - - - -- - - - - - -- - - - - - -- +- - - - - -- - - - - - -- - - - - - -- I- - - - - -- - - - - - -- ��- - - - - -- - - - - -- - - - - - -- - -1s -- - -ts -- - -ts -- - -ts -- � —ts -- - -ts -- - -1s -- - -ts -- - -ts -- - -ts -- - -1s -- - -ts -- - -ts -- - -1s -- - -1s -- - -ts -- —1s -- - -1s -- - -ts -- - -ts -- L A 10 200' 3 10' 10' 10' 10' 10' 10 10' 10' 10' 10' 10' 10' 10' 10' A 10 10' 10' 10' 10' 10' � 21 2 2' 2 2 2 2 2 2 2 2' 2' 2' 2 2� 22 � � 2'2'� 1 ' -Q - 8 -8 - Q - -8 -8 - 8 Q � Q 8 Q -0 - (s 8 - - � - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- ----- - - - -- - - - -- - - - - - - - - - - - - - -- - - - -- - - - -- - - -- - - - -- - - - -- - -- 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 10' X10, 10'x10' 10' x10' 10' x10' 10' x10' 10' x10' 10' x10' 10' x10' 10' x 10' 10' x10' 10' x10' 10' x 10' 10' x 10' 10' x 10' 10' x 10' 10' x 10' 1 10' x 10' 10' x10' 10' x 10' I i I I i I I i 17 1 I pol. 1 I i TYR. SLAB ONTROL A 10 A 10 I I I o I J -M I I N I I kk4 I I I I I I I I 10'x10' i 10'x10' 10'x10' 10'x10' I 10'x10' 10'x10' 10'x10' I 10'x10' 10'x10' 10'x10' 10'x10' 10'x10' 10'x10' 1 10'x10' 10'x10' 10'x10' I 10'x10' 10'x10' 10'x10' MATCH I I I I I I I I I I LINE A - - - - - -- I - - - - -- - - - - - -- - - - - - -- I - - - - -- I I I 1s -- 2 MATCH LINE 'C' i CERTIFIED BY W DATE 190' FLOOR PLAN /FOUNDATION PLAN BUILDING D MATCH SINE A 11 x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SOUTH ELEVATION BUILDING D L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L Ir rA, r A C`/%, A C_ ^I ,TTrm MATCH LINE 'B' I N � M LIFT SLAB PANEL NOTES: 1. PANELS ARE 4" THICK 2. USE 4,000 P.S.I. CONCRETE 3. ALL REINFORCING TO BE PLACED AT MID PANEL WITH CHAIRS 4. CONTRACTOR TO PROVIDE ADEQUATE LIFTING BOLTS AND INSERTS 5. CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION TOP OF PRECAST PANEL FIN. FLR. ,00 o. .,G EAST ELEVATION TOP OF PRECAST PANEL I N m j FIN. FLR. MI TOP OF FTG. -- - - - - -- WEST ELEVATION 10 10 2� 10 so 2i.1 .60 10 2n l 10 � 2n 10 2n 10 2n � 1J 10 10 10 10 10 10 10 10 1J 1U _ _ - - - -_ - — - -- - -- -- -- — - �?� 2n 2�, � � �� � �?i. -, � I 2� �� 2i.--� 2�- . - - -i � 2c-, ?'- '1 �?.� 2;r:t, 21 - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - -- - - - -- — -- - - � -- — —_- = -___ = � =- �I - - — — — �_ - -- I — - -- — - -- — - 8 - - - - -8- 8 - - - 8 — 8 -- _ -g - -- 8 8 8 8 8 8 8 � 8 8 10 Xl ol 10 x10 10 x10 10 x10 10 x10 10 x10 I 10 x10 10 x10 10 x10 I 10 x10 10 x1 G i 10 x10 I! I 1 G x10 ; 10 x10 ! 10 x10 I 10 x10 10 x10 13, x1 o I 1 u x10 1 "),x i o TYR. SLAB CONTROL C�INT ! I 1 IND. i � I III 4 30 0.1C. MAX. 0 I L-- N rill 7 -- -- -- -- - I A 10 10x10 10x10 10 x10 10x10 10x10 10x10' I 10 x10 10 x10 10x10 10x10 10 x10' 10 x10 I 10 x10 10 x10 10x10 I 10xlo, I 10x10 1 G x10 ! I 10 x1 1 G x10 it ,1 L - - - - -- - - - - - -- - - - - - - - - - - - - -- - - - - - -- - - - - - -- L - - - - -- - - - - - -- - - - - - -- +- - - - - -- - - - - - -- - - - - - -- I- - - - - -- - - - - - -- ��- - - - - -- - - - - -- - - - - - -- - -1s -- - -ts -- - -ts -- - -ts -- � —ts -- - -ts -- - -1s -- - -ts -- - -ts -- - -ts -- - -1s -- - -ts -- - -ts -- - -1s -- - -1s -- - -ts -- —1s -- - -1s -- - -ts -- - -ts -- L A 10 200' 3 10' 10' 10' 10' 10' 10 10' 10' 10' 10' 10' 10' 10' 10' A 10 10' 10' 10' 10' 10' � 21 2 2' 2 2 2 2 2 2 2 2' 2' 2' 2 2� 22 � � 2'2'� 1 ' -Q - 8 -8 - Q - -8 -8 - 8 Q � Q 8 Q -0 - (s 8 - - � - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - -- ----- - - - -- - - - -- - - - - - - - - - - - - - -- - - - -- - - - -- - - -- - - - -- - - - -- - -- 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 8' 10' X10, 10'x10' 10' x10' 10' x10' 10' x10' 10' x10' 10' x10' 10' x10' 10' x 10' 10' x10' 10' x10' 10' x 10' 10' x 10' 10' x 10' 10' x 10' 10' x 10' 1 10' x 10' 10' x10' 10' x 10' I i I I i I I i 17 1 I pol. 1 I i TYR. SLAB ONTROL A 10 A 10 I I I o I J -M I I N I I kk4 I I I I I I I I 10'x10' i 10'x10' 10'x10' 10'x10' I 10'x10' 10'x10' 10'x10' I 10'x10' 10'x10' 10'x10' 10'x10' 10'x10' 10'x10' 1 10'x10' 10'x10' 10'x10' I 10'x10' 10'x10' 10'x10' MATCH I I I I I I I I I I LINE A - - - - - -- I - - - - -- - - - - - -- - - - - - -- I - - - - -- I I I 1s -- 2 MATCH LINE 'C' i CERTIFIED BY W DATE 190' FLOOR PLAN /FOUNDATION PLAN BUILDING D MATCH SINE A 11 x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SOUTH ELEVATION BUILDING D L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L Ir rA, r A C`/%, A C_ ^I ,TTrm MATCH LINE 'B' I N � M LIFT SLAB PANEL NOTES: 1. PANELS ARE 4" THICK 2. USE 4,000 P.S.I. CONCRETE 3. ALL REINFORCING TO BE PLACED AT MID PANEL WITH CHAIRS 4. CONTRACTOR TO PROVIDE ADEQUATE LIFTING BOLTS AND INSERTS 5. CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION TOP OF PRECAST PANEL FIN. FLR. ,00 o. .,G EAST ELEVATION TOP OF PRECAST PANEL I N m j FIN. FLR. MI TOP OF FTG. -- - - - - -- WEST ELEVATION PAUL I. CRIPE,'INC. • CIVIL ENGINEERING 7172 GRAHAM ROA • LAND SURVEYING INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE (3171 842 - 6777 • LAND PLANNING 1 t 4 FOUNDATION PLAN / FLOOR PLAN AND ELEVATIONS BUILDING D PROPOSED STORAGE FACILITY RroJ.Me.0325 DWG. TYPE FILE NUMBER SHEET Dri m w► MICHIGAN ROAD JOB NUMBER •A4 scr. INDIANAPOLIS, INDIANA 85446 -1 0000 of D1%* 12.20.OS - NORTH ELEVATION BUILDING D SCALE: 1/8"=1'0" .,,,,,,.,._,,.., .,, .., , .-, ,.,....., .., ..,.. �, �.,._,,........... _....... PAUL I. CRIPE,'INC. • CIVIL ENGINEERING 7172 GRAHAM ROA • LAND SURVEYING INDIANAPOLIS, INDIANA 46250 • ARCHITECTURE (3171 842 - 6777 • LAND PLANNING 1 t 4 FOUNDATION PLAN / FLOOR PLAN AND ELEVATIONS BUILDING D PROPOSED STORAGE FACILITY RroJ.Me.0325 DWG. TYPE FILE NUMBER SHEET Dri m w► MICHIGAN ROAD JOB NUMBER •A4 scr. INDIANAPOLIS, INDIANA 85446 -1 0000 of D1%* 12.20.OS -