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N <br />W! <br />z <br />0 <br />A <br />0 <br />00 <br />fV <br />M <br />M <br />I I ALL DRAIN <br />i I <br />CHAIN LINK FENCE PER DETAIL CZ O 1 — <br />ST <br />CONCRETE CURB, THIS SIDE ! m <br />PLAN —CONCRETE STAIRSIC ALL 1 <br />a_5, <br />OF WALL <br />FINISH <br />EXISTING <br />STA: 10+20.00 <br />STA: <br />GROUND ELE11:567.84 <br />GROUND <br />TOP OF MALL <br />TOP OF WALL <br />57® <br />570 <br />..................................................:..........:...................:........................................................ <br />:. v. ............................ <br />i®:QF:LL:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.....::::::::::::::::::::::::::::: <br />................................................. <br />........................... <br />................... L............., <br />................. <br />STA: 1+43026 ........... , ... <br />. <br />_ <br />...................................................................................................................... <br />---....--.---..-,�, 4----�-__�--_� <br />.......... .I <br />............................................................................................................................... <br />...:............ <br />:..EL.E.V:.564.27 <br />......::::::::::::::::::::::::::::::::::::::::::::::.:::: <br />.............®-.....--..—............ <br />......� .............. <br />�.. <br />. .�.................................:..................... <br />�� w <br />......�--, <br />:::::.:.:::::::.::::::,:::.......... <br />TOP OF <br />, ..ALL ..................................................... <br />565 <br />..........:..............................�-. <br />_ CENTER OF e_ _ <br />�. - .. <br />m —__r __,�_ <br />_........:.... <br />':--, ..::::::::::::::::: <br />_.a_ __�ti_ <br />_ <br />:::::::: STA; 10+47: � 0 <br />STA; :10: <br />—L 5 <br />55.27: <br />1:36 <br />... <br />::::::::::.:.::::::::::::::::::::: <br />565 <br />...................................... <br />ALL ®RANI ::::::::::::: <br />::::::::::::..::::::.:: ::... <br />...................................................... <br />, ,............................. <br />......ELEV: 564.27. ......................... <br />. <br />............................................ <br />.............................................................................. <br />�...... <br />. ..... <br />-._..........................................................- <br />,®e�................................... <br />FINISH <br />...................................... <br />................................................ <br />......:...... <br />............................................................................. <br />— ...�.......................................................... <br />L__. <br />GROUND <br />................................... <br />BOTTOM OF WALL .................. <br />� <br />®— ... <br />� .:..........................................--...... <br />.... ...t®.�.. <br />� .........._ <br />.........:::::::::::::::: <br />560 <br />....... <br />............................. <br />_ u_ STA:1042 . <br />e <br />�- <br />...............,...................... <br />�- =� <br />o __I__ <br />_� <br />— _ <br />........... <br />_. <br />60 <br />.... .::: C �:562;�4:::::.1 <br />... ._................... ........... <br />a. <br />....... <br />..... <br />....... ............. <br />.. <br />......... <br />DAYLIGHT WALL DRAIN <br />558 <br />_ m = _ .. e <br />AN SLOPE AWAY <br />J <br />TOP OF FOOTING <br />BOTTOM OF WALL <br />BOTTOM <br />F WALL <br />FROM ALL 2Y. MIN. <br />CRUSHED SURFACING <br />STA: 10+45.00 <br />STA: 10+5 <br />27 <br />BASE COURSE <br />B07TOIW OF WALL <br />ELEV: 556.50 <br />ELEV: 556 <br />50 <br />10+00 <br />10+75 <br />ELEVATION — <br />RETAINING WALL AT <br />CONCRETE <br />STAIRS <br />o; <br />I <br />Q <br />wI <br />WALL DRAI <br />RUNNING <br />DAYLIGHT WALL DRAIN <br />AND SLOPE AWAY <br />FROM WALL 27, MIN. <br />PEDESTRIAN GUARD RAIL, EACH SIDE <br />SEE SHEET C7.03 FOR DETAILS. <br />LIMITS OF PIGMENTED SEALER <br />TOP OF WALL <br />!12"' PREMOLDED EXPANSION <br />JOINT FILLER, EACH SIDE <br />CLR. TYPO <br />SURFACE FINISH <br />l <br />4 X VARIES AT 12"" <br />MAX SPA. <br />14 X CONT AT 12 99 <br />MAX. SPA., EACH FACE <br />w <br />4 AT 12' MAC SPA® <br />9a WITH O® HOOK AT BOT <br />�I ROUGHENED CONSTRUCTION JOINT <br />w <br />FINISH GROUND, SLOPE j <br />AWAY FROM WALL 27 MIN® <br />O TTOM OF WALL ; <br />qq / <br />C <br />,3/4 99=1 <br />99 <br />CLR, <br />1 9— O 99 1 90 99 <br />I/" <br />6 AT 8a` MAX SPA.,� <br />WITH 900 HOOK AT BOT ,x��� <br />1!12'a CLR. <br />EXISTING <br />® GROUND <br />e14 <br />k <br />JE <br />VC <br />ZRINSOMH4 <br />LINTS OF PIGMENTED SEALER <br />-314 " CHAMFER, TYP. <br />FINISH GROUND <br />�2) 114 U®RARS <br />AT 12 9a MAX, SPA. <br />w <br />Otak <br />0��Abtk, <br />A, A-5 <br />ans <br />306 SW Third Avenue, Suite 300 <br />Portland, OR 97204 <br />main 503.237.6825 <br />www.otak.com <br />STAMP <br />CONSULTANT <br />TITLE <br /># DATE DESCRII <br />Wei <br />© 2020 OTAK, INC. <br />If this drawing is not 24" x 36" it has been <br />reduced/enlarged. Scale accordingly. <br />7 <br />1 1/2 ;9=: 1 <br />