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COL. 6 FTG. <br />2' -8' 1' -4" 1' -0" �- SEE ARCH. DWGS. <br />EL. 105' - 4' <br />CONCRETE FILLED <br />� U -BLOCK H/ 1 15 <br />CONTINUOUS. <br />STL. COL. CONCRETE <br />ENCASED W/ 6x6xWi.4 <br />xW1.4 W.W.F. CAGE 15 @ 48" O.C. <br />(SEE ARCH. DWG' S) (TYP.) <br />• '• 8" C.M.U. <br />1/2' CL. HORIZ. MASONRY <br />(TYP.) — •' v •• REINF. @ 16' O.C. <br />EL. 101' -8" SLOPE :, o D �: (TYP.) <br />12" C.M.U. <br />4 BRICK IIIIII- •. ° �•' 1111! 1/2" P.J.F. <br />SEE ARCH. <br />DWG. (TYP.) o = W.W.F. <br />4 C.M.U. .' :• EL. 100 <br />r <br />3 (TYP) <br />IIIIII • ' 'IIIII '.�.•� .�'• .. _ <br />_ — I <br />I IIIII = IIIIII= <br />FII EL. 981-8 <br />r <br />p - <br />D v O <br />D <br />2' L. D ° 2' -4' SO. x8" CONC D e. SEE SCHEDULE FOR FTG. <br />° ° SIZE AND REINFORCEMENT. <br />.O CA <br />D a <br />•D <br />• D • <br />1 15 @ 48" O.C. DOWEL <br />r <br />(TYPI.) W/ CLASS "C" SPLICE. <br />SECTION 1 <br />SCALE: 3/4" = 1' -0" S -3 <br />IL <br />6' -0' 1' -0" <br />4" BRICK- SEE -�� <br />ARCH. DWG S. <br />EL. 99' -Ii 112' <br />1/4' @ <br />i/4" R 48 ' O.C. <br />EL 99' -7 1/2' 1 #5 CONT <br />8' CMU WALL <br />- 9 GA. HOPIZ. JOINT REINF. <br />EVERY OTHER COURSE <br />112" P.J.F. <br />TYP. <br />SLOPE 1/2' W.W.F. (TYP.) <br />= a. EL. 100' -0' <br />SLOPE - <br />• X _ - •x- x x x X, . x' x °x x• x' x x = �- <br />4 " = IIIIII = IIIIII�=-111111- J <br />I IIIII i :•• ` _ — <br />111111 = A r I e' 4 " C.M.U.— <br />X 80 - ° a <br />ASPHALT , I . 15 DOWEL @ o <br />PAVING •' 48 O.C. <br />3' CL � <br />(TYP.) 8' 8' 8' <br />SECTION 4 <br />SCALE: 3/4' = 1' -0" S -3 <br />3 15 CONT. W/ #5 @ 16" O.C. <br />0) <br />CONCRETE ENCASED COLUMN <br />• °'o •• <br />EL. 99' -7 1/2" @ H.P. <br />3' (TYP) ' ASPHALT PAYING (SEE CIVIL OWG'S.) <br />•' • <br />SLOPE - <br />8" CMU WALL <br />BEYOND <br />AS REO'D. <br />s <br />0 <br />v <br />iv <br />— n A <br />11111111111 -= <br />• <br />1 1/2' CL <br />(TYP.) _ <br />L4x4x / 4 W /1/2' DIA 2 6 <br />ANCHORS @ 12" O.C. <br />AS REO'D. <br />15 @ 12" O.C. <br />E.W.E.F. (TYP.) <br />9'-6 1/2 <br />c PROVIDE 2 - 15 ALL AROUND <br />• (TYP.) - <br />J <br />3 "CL. <br />(TYP.) <br />11' -6 1/2" <br />/5 @ 12' O.C. <br />TOP & 80TT. <br />#5 @ 12" O.C. <br />TOP 6 BOTT. <br />4' -8' <br />PLANTER <br />SLOPE SLOPE <br />IIIIII 11111 `— <br />�IIIIII IIIIII <br />HORIZ. MASONRY IIIIII =__ <br />REINF . @ 16' III I II =III I I, <br />D.C. (TYP.) <br />� - 4" C.M.0 (TYP.) <br />4" (TYP . ) - <br />�- 8' CMU (TYP.) <br />EL. 99' -7 1/2" o <br />N <br />ASPHALT PAVING <br />T 1 (SEE CIVIL OWG'S.) <br />SLOPE o <br />III 11= <br />EL. 98' <br />WELL COMPACTED <br />FILL <br />2 15 CONT. W 15 @ <br />16" O.C. (TYP.) <br />C <br />3' CL. <br />(TYP. <br />SECTION <br />SCALE: 3/4' = 1' -0' S -3 <br />C.M.U. WALL <br />BEYOND. <br />1/2" P.J.F. _ 1 - 15 CONT. <br />SEE CIVIL DWG S. <br />W.W. <br />SLOPE T SLAB <br />x x=-, x-=- x EL. 99'-10' <br />III Ilill — <br />811 111M 1 1 <br />= <br />[­ - <br />TYP Illll� -=- VAPOR BARRIER (TYP.) <br />_ <br />COMP. FILL (TYP.) <br />o <br />• • C•� <br />3 15 CONT. W/ 15 <br />TIES @ 16' O.C. <br />3" CL. <br />(TYP.) 2'-0 " <br />SECTION r6 <br />SCALE: 3/4' = i' -0' �3 <br />PROVIDE 2' -0 SO. BLOCK -OUT FOR <br />HYDRAULIC ELEVATOR PLUNGER <br />(GROUT AFTER INSTALLATION) <br />VERIFY REQUIREMENTS W/ <br />ELEVATOR MANUFACTURER <br />x <br />3/4 CLR. <br />4' BRICK (TYP.) <br />FIN. GRADE <br />EL. 100' -0" <br />IIIIII -= <br />lllll <br />8" CMU <br />FILLED CELL REINF. (SEE <br />PLAN FOR LOCATION) <br />112" P.J.F. (TYP.) <br />W.W.F. <br />EL. 100' -0' <br />x • 'x- <br />1111 =111 <br />(TYP.) WATERPROOFING <br />• • (TYP.) <br />(TYpK�Y W/ WATERSTOP <br />SECTION <br />SCALE: 3/4 = f'_0• S -3 <br />8' CMU WALL <br />15 @ 48' O.C. <br />(TYP.) <br />El. 100' -0' <br />H.W.F. 1/2" P.J.F. <br />(TYP.) <br />� <br />d . ^X �.'. '= - %�ck- X' :X�X =-X =: ; : : =. . <br />�IIIIII- 111111 <br />R x X =x <br />- 111111- 111111 = 11111! ::: 11111 = 111111 <br />e" (TYP.) IIIIII- :.: = IIIII <br />15 DOWELS <br />(TYP.) � <br />p <br />SECTION 7 @ 12' (TYPS) <br />SCALE: 3/4 1' -0' S -3 <br />1/2" P.J.F. <br />4' SLAB (TYP.) <br />W.W.F. (TYP . ) <br />EL. 100' -0" EL. 98' -10 <br />X X X " <br />—X — J =-X =– - <br />-=-� . <br />M <br />VAPOR BARRIER (TYP.) <br />COMPACTED FILL (TYP.) <br />3' CL. 3 15 CONT. W/ #5 <br />(TYP') TIES @ 16 O.C. <br />4 - B r <br />1'-0' (TYP . ) <br />15 VERT. SEE <br />PLAN FOR LOCATION <br />HORIZ. MASONRY WALL <br />REINF. @ 16' O.C. (TYP.) <br />/- --1/2 P.J.F. <br />4' C.M.U. ALTERNATING W/ <br />4' BRICK -SEE ARCH. OWG'S <br />(TYP.) - -- <br />_ 8" CMU--__ <br />r <br />12 C.M.U. <br />o <br />o Q <br />SEE SCHEDULE FOR FTG. <br />SIZE AND REINFORCEMENT <br />SECTION <br />SCALE: 3/4" = 1' -0' <br />W.W.F. <br />EL. 99' -10' <br />X �X=� •X' <br />• • ••. 1 11111 - 111111 =_ _ <br />11111= 111111 o EL. 98 <br />-8 <br />• •b e <br />• • e <br />SECTION r9 <br />SCALE: 3/4' = 1' -0' �-3 <br />cn . <br />w3c <br />c U Y <br />o <br />Z <br />H •�+ `'' <br />N O <br />u Fcc <br />Q v <br />H a <br />U <br />QQ <br />w <br />to <br />wa <br />Z <br />z <br />?U) <br />z� <br />U N <br />C ) <br />H <br />Q <br />W <br />U) <br />Z <br />0 <br />U <br />LLJ <br />U) <br />Z <br />U <br />H <br />Q <br />n <br />z <br />U <br />LL <br />CD Q <br />0 <br />"i <br />0 o <br />CIO <br />w <br />U <br />Q <br />U <br />W <br />L <br />rrnn CL <br />87056 <br />lt/iwa <br />SUM03S03 S " 3 <br />l I <br />2' CL. — IIIIII = IIIIII <br />— Illlll— <br />2' -4' SO 8' CONC. ENCASEMENT <br />3' CL. <br />v SLOPE <br />r <br />. •° ': '• .'IIIIII =— IIIIII — IIIIII = IIIIII <br />11111! =— IIIIII = IIIIII T /FTG. <br />.° - <br />EL. 98' r <br />BASE PLATE AND ANCHOR o ° . <br />BOLTS -SEE PLAN <br />e v O <br />p °' O <br />° <br />p O <br />SEE SCHEDULE FOR FTG. <br />SIZE AND REINFORCEMENT. <br />SECTION r2 <br />SCALE: 3/4' = 1' -0' S -3 <br />o <br />w <br />m <br />