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L_iLU <br /> Fp LEGEk D: 0 <br /> C� <br /> 1. <br /> / '''littk\\ 0 <br /> -,. .......,„ \ <br /> x'w„ <br /> . ,,,,,,,:::_„ <br /> ., <br /> rt <br /> 0 <br /> % ''''''‘ <br /> ' <br /> LU <br /> „ T/SLAB <br /> 4' 016 EL. 509' >6 <br /> 54' 11 " �TYP. O> <br /> CW1 CW2 cw cw4 GENERAL NOTES: J <br /> 61,EL.FDN 2 8' 8 TYP. <br /> T/FDN T/FDN T/F]N o S284 I—� 30°0 x4'-0" DEEP SUMP PIT, SEE SECTION Q <br /> C/5282. W <br /> �� o <br /> EL 526.3' Y EL 521.3' ' EL 516.3' <s s` F> TRENCH DRAIN, SEE CIVIL FOR SIZE AND O <br /> LOCATIO <br /> 6 0 po <br /> I <br /> 1 a:; u::.,, 1 2 �> SEEIYPICA ASTEPPED FOOUNDATION(DETAIL <br /> F FOUNDATION <br /> L L <br /> 2 0 3 >I 3 T/SAB s • FOR REINF. REQUIREMENTS. PROVIDE <br /> 3 ��® I�� Y 512.8' CONTROL JOINT IN CONC. RETAINING WALL <br /> 5 r " <br /> cc <br /> 2 C+; ;3:: g ©` [ > PROVIDE WALL AT NCONSTRUOCTIION IJOINTP AT <br /> A FO' ,o Q� LOCATIONS INDICATED ON PLAN & PER a <br /> SECTION C/5283 & NOTE 3. <br /> o S282 I p`S` �4.kL_ 6 1—> AREA DRAIN, ZURN MODEL Z348 OR <br /> N ti s- o, APPROVED EQUAL. SEE CNIL DRAWINGS 0 <br /> O T/SLAB FOR CONNECTION TO DRAINAGE SYSTEM. 0 <br /> i' EL. 512.8' <br /> 1 L. <br /> L $. SEE SECTION C 5285 FOR TYPICAL W <br /> i' �� 8 ADDITIONAL REINFORCEMENT <br /> o> ��� ® �� �P' REQUIREMENTS AT OPENING. <br /> o /3 <br /> u - <br /> 5 5 �e ,s� ®® T/SLAB I ` S284 REFERENCE DRAW NGS: <br /> , ie O4 EL 512.8' 1117 <br /> 5 O �' \ o i/ <br /> / 1 1. <br /> di T/SLABii, T/SLAB T/SLAB 4 / >s• <br /> a T/SLAB <br /> EL. 529.13 EL. 523 3' EL. 518.05' - <br /> o' EL. 512.72' <br /> M <br /> 5285 3'-0" �T/FDN CONSTRUCTION I\OTES: <br /> I S283 <br /> _ 12'-1" 8 3" 6'-0" T-4" 6 0" T-4" EL. 512.72' S ID <br /> - / �' T/SLAB N <br /> 4 CpQ� 2 EL 512.8' 1U SEE RETAINING WALL SCHEDULE ON SHEET <br /> S285 FOR WALL THICKNESS AND <br /> CW9 CW8 CW7 CW6 14 '� 4 > REINFORCEMENT REQUIREMENTS. <br /> \2_9' .a <br /> 50' O" 1 t <br /> o <br /> • �TYP. o T/FDN <br /> 3'-O° EL 512.8' <br /> TYP. ;, U <br /> 3' 0" T SLAB <br /> >> o 13 r �" /. 1 <br /> FQ `o> �TYP. <br /> ENLARGED STAIR DETAIL n N T/FDN <br /> EL. 516.3' <br /> SCALE:1/8"=1'-0" C80-30 5450 Fp " M �' <br /> ' aO B ELSLAB <br /> oT i t S285L. EL. 524.5' <br /> k\ N \ r <br /> ��� 3 r T/FDN <br /> +�� EL. 521.3' <br /> 4ELSLAB NV <br /> -i� 3 <br /> EL. 509' <br /> U <br /> , T/SLAB <br /> �T/SLAB t ' EL. 530.3' , <br /> EL 508.92' ,, <br /> 1 3 ' <br /> 5TEL. 50/SLAB9' o <br /> H L T/FDN <br /> Y EL. 526.3' <br /> -- _-- • 0 4 8 16' 24' <br /> I smor <br /> _.�. I �� ieni <br /> S83 0 2 � <br /> 11,1 <br /> 12'-0" �'y�4 .44 fix, <br /> r I a 47q^ <br /> . ,,..,,,,,, <br /> ENLARGED STAIR DETAIL n <br /> SCALE:1/8"=1'-0" C80-30 450 900 SW t6th Street Suite 307 ��foly,,t, <br /> Renton,Washington 98057 David P. Bala wajder <br /> WA PE 28184 '" <br /> SYM REVISION BY APPROVED DATE OVA REVISION BY APPROVED DATE ACDRAWN DALE SUBTITLE CURRENT REVISION SYMBOL DATE o <br /> A ISSUE FOR PERMIT KRW DPB 05/30/14 �`'of wABy ". THSCESIGNBAND/OR ILITY CHECKED 05/30/14 ENLARGED STAIR PLAN W2548317 05/30/14 a <br /> r, gL49PAPAE,Arig® a SPECIFICATION IS APPROVED DPB 05/30/14 SHEET <br /> o APPROVED BY DEPT. DATE ENGINEER <br /> SWEWB 05/30/14 TIME <br /> 40-58 S450 2 <br /> CHECKED h <br /> APPROVED SITE 40-YD JOB NO. COMP NO. ry <br /> 16950 c- <br /> OF CLE' 'o APPROVED OWG NO. <br /> STRUCTURAL MASTER W2534622 40-YD-S450 <br />