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ARCHITECTS <br /> CONCRETE STAIRS STARLING <br /> SURVEY NOTE: GENERAL NOTES: WHITEHEAD <br /> CONCRETE CURB PROVIDE SILT SOCK OR &LUX <br /> WALL STRAW WATTLES THIS IS A COMPOSITE MAP CONSISTING OF 1. SEE SHEET C-501 FOR EROSION CONTROL NOTES. <br /> INFORMATION FROM SITE OBSERVATIONS 901 FIFTH AVE N03100 <br /> AND RECORD DRAWINGS. SITE FEATURES 2. SEE C-5COVMME PHOTOGRAPHS. <br /> ARE APPROXIMATE 3. WATER BAl5x9rsWC4omYI$LIPdyc1GoAiPi 206-682-83008164 <br /> 3.1. GRANULAR BENTONITE CLAY LAYER. <br /> 3.2. WATEF@C9AW4#PqRMBRANE SWLARCHITECTS.COM <br /> CONCRETE SWALE 3.3. OR A DVVI&'A ION. <br /> (SEE DETAIL 1/THIS SHEET) ° 16 <br /> 4. COORDINAffoMfTlt:95CBS11RE INgsSCHEDULE WORK TO <br /> ° \i REDUCE CLASS INSTRUCTIONAL DISRUPTIONS. <br /> O O` O OOO C O 5. PROVIDE -QWl?gn§TR!eQF9IPAt?XN9eanRARY <br /> REMOVE EXISTING j �O FENCING >Deparrm IjEnterp IN THE AREA. <br /> ABOVEGROUND PVC PIPES (2) Department of Enterprise Services <br /> o . Engineering &Architectural Services <br /> 0 <br /> COBBLE SWALE 1500 Jefferson Street SE <br /> _...,.. Olympia,WA 98501 <br /> P.O.Box 41476 <br /> REMOVE COBBLE ROCK AS LIBERTY HALL Olympia, 98504-1476 <br /> 360-490-5983 <br /> NECESSARY TO INSTALL <br /> CONCRETE SWALE Contact: Michele Hill <br /> PROVIDE WATER BARRIER SCALE IN FEET <br /> AGAINST BUILDING FACE 1 1 1 <br /> 5 0 5 10 <br /> 728 Street SW Su <br /> SITE PLAN AT LIBERTY HALL Everett.4th W hlo 98204de200 <br /> Ph:425-141-800 <br /> www.reidmiddleton.com <br /> ut A <br /> WAS <br /> y az <br /> BUILDING FACE q <br /> 9 515d9 4� <br /> ��,RACtsrEae�♦�'� <br /> TOP OF WALL sSIorvAL E'c 01/212025 <br /> BUILDING FACE 1�~'1 <br /> EXISTING WEIR FINISHED GRADE <br /> ROOF DISCHARGE 1.5�t EV E R ETT <br /> OPENING 1 / <br /> WATER BARRIER ■ COMMUNITY COLLEGE <br /> EXISTING WEIR — — — — <br /> y :e ak <br /> _ _ �ONSITE MATERIAL OR <br /> NEW WEIR DEMOLISH CONCRETE J IMPORTED GRAVEL <br /> ELEVATION <br /> WEIR AND WALL CONCRETE BORROW E y C - Storm and <br /> SWALE EXISTING GROUND <br /> EXISTING — — — SURFACE Water Line <br /> COBBLE SWALE <br /> Replacements <br /> CONCRETE SWALE® 2.0% MIN WALL SECTION — LOOKING DOWNSTREAM <br /> NOT TO SCALE <br /> SITE PROFILE <br /> NOT TO SCALE Permit <br /> 2, Drawings <br /> STORM REPAIR <br /> AT LIBERTY <br /> BUILDING FACE HALL <br /> TOP OF EXISTING _ <br /> CONCRETE WALL <br /> I <br /> EXISTING WEIR - — LIBERTY H ILL r <br /> ° <br /> 8 0.3' a <br /> CONCRETE SWALE DEMOLISH CONCRETE <br /> WEIR AND WALL <br /> i`!n�i�l ..fin� / }, "'�B• <br /> t i <br /> 2" DEPTH CEMENT CONCRE BOTTOM OF WEIR 1.6T — — CUTOUT— i <br /> Client Project No.: 2024-159 G(1-1) <br /> 1 CONCRETE SWALE EXISTING COBBLE SWALE J _ SWL Architects 24012 <br /> CU102 CU102 NOT TO SCALE I I ( ProiectNo.: <br /> WALL SECTION — LOOKING UPSTREAM L Date: February6,2025 <br /> City of Everett Permit Review <br /> NOT TO SCALE EVE RETT Status:Approved as Noted KEY MAP C U 02 <br /> 05/01/2025 11:41:07 AM <br />