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HomeMy WebLinkAboutSWP2702149.14�\ EX/STING S. R.-405 BOX -`------------------- - _ ___- ------------ ----- ---- - --- - --- ------- ---------- - -- - ------------------- \ �=j--- ------ ----- -- - ---- --r ------ ---- - ----- - - - -rt -'� ----------- --------------------;----------------------t- -A \ \ ` \ \\ \\ 12' WINGWALL \ \ 12 54 #6 9 12 " \ 4 " \ 36 � #6 9 12 „ ' �7\ \ 54 #6912" 7 54 #691\., \ \ 8" N N 62 \ A 5 #6 5 #6 l -5 C�#6 5 �#6 0#6 ® 12" ® 12" ®-- 72" 12 #6 Q#6 12 \ \ #6 \\ 5 5D #6 5 #6 1 5 0#6 5 52 6-�' S6 #6 5 � #6 \ ® 12" 91211 9 12" C9 12" 9 12" A \ 66'--3" -------------------------------- EXISTING RETAINING WALL EXISTING TRANSITION WALL 5 57 #6 ® 12" PLAN BO TTOM FL OOR 1 0 5 10 Scale in feet • C \ \ EXISTING S. R. 405 BOX - i - - -- ---- -------- ------->--,------------------ - - - - - ------------- ----\--- -------------- - - - - - - - - - - - - - - - - --\ -�---- - ------ - --- -----� -- ------------ ------- --- - -- - - - - - - - - - - - - ----------- -------------------------- ----------'�--� B EXISTING RETAINING WALL SURFA CC TO MA TCH EXISTING BOX CUL VERT AND TRANSITION WALL APPROX. ELEV 0. 12 I F 150 #6 J 51 #6 FDUNDA T/ON BA CKFILL _ wrto - 27 - 2 / 430' 13'-0" SECTION 1 0 5 Scale in feet HALL ----------- u --- C EXISTING TRANSITION WALL PLAN - - TOP FLOOR 1 0 5 10 NNW Scale in feet SURFACE TO MATCH EXISTING BOX CUL VERT AND TRANSI T/ON WALL. APPROX. ELEV. 212 #6- #6 \ — --. _ I I 1,_3„ FIA SEE DETAIL( D T I { � I I I 61 #6 I I I F . c • EXISTING RETAINING WALL I ia I ' 314 " JOINT F/LLER ---- L i 54 #6 SURFA CE TO MA TCH EX/S TING BOX CUL VERT AND TRANSITION WALL APPROX. ELEV. 2.12 i#6 57 #6 5 L FOUNDA T/ON BA CK,FILL SECTION _B 1 0 5 Scale `n feet #6 12" 5 60 #6 ® 12" TRANSITION WALL SCHEDULE STEEL SCHEDULE L OCA 77ON MARK QUAN. SIZE TYPE LENGTH o b C ALL 1 5 ST 20'-0" 20'-0" _- BTM & TOP - 2 _82 2 5 ST_ 4 =4" 4'-4" BTM & TOP 3 2 5 ST 4'-8" BTM & TOP 4 2 5 ST _4'-8" 5'-0" 5'-0" BTM & TOP 5D 2 5 ST 5'-4- 5'- 4 " _ 8T19 & TOP C 6D 2 5 ST 5 -8" 5'-8" BTM & TOP C 7D 2 5 ST 6'-0" 6'-0" _ STY & TOP 8 2 5 ST 6' -4" _ BTM & TOP 9 2 5 ST 6'-7" 6'-7" BTM & TOP CIOD 2 5 ST 6'-1,' " 6'- 71 " B TM & UNEXP 11D 96 5 21 8'- 4 " 4'-!" _ 4 '- 3" _ 8 TM & UNEXP C 12 24 5 21 6'-10 " 4'- 1 '" 2'- 9 " BTU & TOP l3 2 5 ST 1- 3" 1 '-3" EXP & UNEXP ? 4 4 5 - 1 17 2'- 9 " 1 '- 7" 0'-10" 0'- 4 " BTM &TOP l5 2 5 ST 3" 2" 3'-2" _ BTM & TOP 16 2 5 ST 2'-1 " 2'-1 " BTM & TOP C 17 2 5 ST 1'-0" 1'-0" B TM & UNEXP C18D 5 5 17 6'--9" 1'- 7" 2-10 " 2'- 4 " BTM & UNEXP 19 1 5 21 2'-10" 2'-4" 0'-6" _ BTM 20 1 5 21 2'-4" 1'-3" -- TOP C2D 720 5 ST _3'--7" 4'--1 " 4'- 7 " BTM & EXP 22 96 5 21 5'-4" 4'-8" 0'-8" BTM &EXP 23 25 5 21 3' 5" 2'-9" 0'-8" HAIRPIN C24D 131 3 3'-11 " 3'- l l " UNEXP C25D 2 5 ST 11'-0" II'-0" UNEXP 26 2 5 ST 13'-1 " 13'-1 " UNEXP 27 2 5 ST 7'-6" 7'-6" UNEXP C28D 4 5 ST 2'-5" 2'-5" EXP C29D 2 5 ST 14'-0" 14'-0" EXP CJOD 2 5 ST 12'-0" 12'-0" EXP 1 4 5 _ ST 2'-7" 2'-7" EXP 32 2 5 ST 8'-5" 8'-5" — EXP & UNEXP 33 4 5 21 5'-3" 4'-7" 0'-8" _ EXP & UNEXP 34 5 5 19 9'-5" 6'-5" 1'-6" 1 1'-6" TRANSITION SLAB SCHEDULE STEEL SCHEDULE L OCA 77ON MARK QUAN. SIZE TYPE LENGTH o b C BTM 50 10 6 ST 12'-10" 12'-70" LOW FLOW 51 10 6 3 23'-4" 12'-10" 7'-6" 3'-O" _ B TM & TOP 52 30 6 ST 20'- 0 " 20'- 0 " _ _ BTU & TOP C53D 9 6 ST 4'-4" 4'-4" BTM & TOP C54D 129 6 ST 9'-2" 9'-2" STY & TOP C55D 2 6 ST 8'-10" 8'-10" TOP C56D 2 6 ST 8'-2" 8'-2" TOP C57 10 6 21 15'- 7" 12'- 70 " 2'-9 " TOP 58 10 6 ST 7'-3" 7'-3" TOP C59D 10 6 21 20'-0" 17'-3" _ 2'-9" TOP C60D 9 6 ST 7'-1 " 7-1 " _ FOP TOP 61 10 6 17 5'-5" 2'-8" 1'-6" 1'-6" - BTV 62 1 6 ST 3'-2" 3'-2" BTM & TOP 63 2 6 ST 1'-71" -- TOP �64 1 6 ST 5' -!1" 5' 1!" - BAR TYPES 0 ST � 3 b 17 0 JOINT SEALER b F c HAIRPIN -�- ---' 21 J14 " PREFORMED JOINT FILLER DETAIL 0 N T. S. SPLICE LENGTHS y i # 23" MIN i #6 MA TCH ELEVA TIONS MA TCH E-LEVA TONS " /- EXIST/NG WA TERSTOP I 314 " JO/NT FILLER I 9 -7 It 1'-3 CONTRACTOR, VER/FY DIMENS/ON 4" JOINT FILLER 5 #6 52 #6 61 - - EXIST/NG BOX CUL VERT EXISTING WAITERSTOP FDUNDA TION BACKFILL I I I EXISTING TRANSITION WALL 404149CW SECTION 0 'i 0 5 Scale in feet i I r i i I I I � 1 m Q o I � w w F a I F- rn Q a a Q J REVISION NO ORAWNG NO. ESGr4-3 SHEET-14 OF 21 n .-1 ra In-