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3 � <br /> N L a <br /> N � � <br /> y O Q <br /> z to <br /> NOT FOR <br /> 1= L <br /> CONSTRUCTION <br /> d� NOTES: <br /> c.N 1. REF.PLANS FOR SCORING AND JOINTING. <br /> Q N 2.CIP CONCRETE AND SUBGRADE PER COE STANDARDS <br /> W ii N WITHIN ROW. FIN.GRADE MULCH <br /> e r 3.REF.ARCH FOR BUILDING SLABS,INSULATION,AND FIN.GR.PLANTING SOIL AT PLANTING AREAS FIXED ELEMENT,I.E. FINISH GRADE <br /> m o WATERPROOFING,TYP. WALL,STEP,COLUM N, <br /> C1 to 4 VAULT OR CURB 4 't <br /> o NO SHINERS OR TOOL MARKS REF 1 E/L3.20 <br /> �J w TOP OF MULCH AT PLANTING AREA SAWCUT CONTROL NO SHINERS OR <br /> 3/16" JOINT-114 DEPTH OF 1 4 TOOL MARKSAnkrom 1/4"R.TOOLED EDGE,TYP. 1 2 SLAB ' <br /> FINISH GRADE N 1 5 <br /> 38 NORTHWEST CIP CONCRETE PAVING z P RTTLAND,OR 20915,SUITE 300 <br /> STRUCTRURAL FOAM FILL AS \\\\\\ 3 O1 \ \ '" 503.245.7100 <br /> /\//// CRUSHED ROCKBASE <br /> \\/\\ •• <br /> REQUIRED a, 15055TH AVE,SUITE 300 <br /> \\/\i W-":< DRAIN MAT,REF ARCHITECTURE \\/ 5 0 \\/ 206.576.SEATTLE6 OA 98101 <br /> /VA//� DRAINAGE ASSEMBLY AND ANGLE OF REPOSE VAA/VAA/VAA/VA�jVA�jVA�j 5 ��V �\'j /� //�//�//�//�//�//�////�/ 8" 1014 HOWARD STREET <br /> WATERPROOFING CONTINUOUS SAN FRANCISCO,CA 94103 <br /> UNDER PAVING,REF ARCH AND COMPACTED SUBGRADE ANGLE OF 415.252.7063 <br /> WATERPROOFING DWGS REPOSE <br /> STRUCTURAL SLAB OR ROOF, A.CONTROL JOINT B.ISOLATION JOINT C.THICKENED EDGE OANKROM MOISAN ARCHITECTS,INC. <br /> PAVEMENT ON STRUCTURE REF ARCH.AND STRUCTURAL <br /> ANGLE OF REPOSE CONCRETE FIRST POUR _ s i teWo r ks h o p <br /> TOP OF MULCH AT PLANTING AREA 1/4"DEPTH SAWCUT SCORE LANDSCAPE ARCHITECTURE <br /> JOINT AT CONSTRUCTION JOINTS r <br /> 1/4"R.TOOLED EDGE,TYP. <br /> 1 CONCRETE SECOND POUR 1 4 LEGEND <br /> CIP CONCRETE PAVING, 3/16" #4 DOWEL CAST IN <br /> REF PLAN FOR JOINTING 2 FIRST POUR @ 12"O.C. 3/8". 1. REF ASSEMBLY DETAILS FOR CONCRETE PAVING, - <br /> AND REF.STRUCT.FOR REINFORCING AND SUPPORT <br /> 4"@SIDEWALKS SYSTEM BELOW. <br /> a'.`: <br /> \ \\ 6"@ DRIVEWAYS 2. SAWCUT JOINTS ARE TYPICAL AT PLAZA AREAS, <br /> \ \/ COURTYARDS AND SIDEWALKS AND SHALL BE 3/16" Pllffi <br /> CRUSHEDWIDE. <br /> \\ ROCK BASE 3. 3/8"ISOLATION BITUMINOUS JOINT MATERIAL,U.N.O. PATTERN TO BE CREATED USING RETARDENT <br /> COMPACTED /� i1'-0��1'-0 �A/�A 4. 1/4"RADIUS TOOLED EDGE.NO SHINER. u��}� <br /> —III—III—III—III—III— SUBGRADE 5. THICKENED EDGE TYPICAL AT ALL SLAB EDGES. 1 1 l L L <br /> D.CONSTRUCTION JOINT E.ENLARGEMENT OF <br /> PAVEMENT ON GRADE ISOLATION JOINT <br /> CIP CONCRETE PAVEMENT CIP CONCRETE SCORING AND JOINTING - ON GRADE CONCRETE PATTERN IN VIEWING GARDEN LOTUS <br /> 1 3/4"=1'-0" 2 3/4"=1'-0" 4 1/4"=1'-0" <br /> development partners <br /> ADJACENT BLDG WALL <br /> 1/8"MIN-1/4"MAX JOINT SIZE,TYP. RIVER ROCK INSPECTION PLANTING SOIL <br /> PEBBLES VARIES,SEE PLAN CHAMBER LID <br /> PRECAST = INSPECTION CHAMBER W <br /> PAVER,REF STEEL EDGING, RISERS,SIZE AND QUANTITY U) <br /> ADJ CURB PLAN FOR REF.SPECS 2% _ Q <br /> III= PER SOIL DEPTH <br /> SIZE — — — FILTER FABRIC CONT.FASTENED TO <br /> ADJACENT PLANTING SOIL INSPECTION CHAMB 714 <br /> ER AND EXTENSIONS00 <br /> CRUSHED ROCK PLANTING =III=III DRAINAGE MAT AND GEOFOAM,WHERE REQUIRED a <br /> BASE COURSE AREA — — WATERPROOFING Y <br /> COMPACTED //\//\//\//\/ o SROO <br /> 4"X4"GRAVEL DRAIN ROCK,CONTINUOS ALL III=III= \\\\\\\ ASSEMBLY,REF. <br /> III III III III III III ARCH o0 oc SIDES,WRAPPED IN FILTER FABRIC0 <br /> SUB GRADE SCH 80 PVC PIPE FROM PLANTING J WSTRUCTURAL SLAB AREAS m >OR ROOF REF. DRAIN REF PLUMBING WSTRUCT. <br /> F-LEXTENSIVE ROOF�INTE W <br /> O UNIT PAVER O MAINTENANCE STRIP W/. METAL EDGING DRAIN CLEANOUT AT GREEN ROOF 0 0 U) <br /> 8 <br /> m o <br /> N 0 <br /> M O <br /> A REVISIO <br /> N DATE REASON FOR ISSUE <br /> WALL IS THE SAME CRUVE AND ¢O S" �.' .�d. IPE WOOD TOP W/WOOD <br /> DIMENSIONS ON LEVEL 1,&3 ONLY ¢ �A J"" C <br /> c. FEATHER ROCK,MATCHED PLUGS TO HIDE SCREWS WOOD PLUG <br /> WIDTH VARIES-6"-2' HEIGHT VARIES SLIGHTLY. w COLOR AND FORM-SOURCED <br /> Cqo FROM LOCAL STONE. SUBMIT G' \ WASHER AND <br /> SOURCE AND LOCATION %_' CONCRETE SCREW <br /> FINISH GRADE +m PRIOR TO INSTALLATION VARIES SEE PLAN <br /> v, FOOTING <br /> = FINISH GRADE BELOW <br /> _ — Z l \ CONC. <br /> o DRY STACKED v _o — — — — — STONE AGGREGATE- <br /> =I z STONE WALL Aa/ <br /> — , If _� , � � 5/8"MINUS COMPACTED - <br /> STRUCTURALFOAM <br /> GRAVEL BASE j".° 3 1/4 3 1/ " <br /> ADJ.CONC.PAVING <br /> STRUCTURAL "8 . <br /> III=1 I—III—III—III-1� FOAM FILL AS I� III-III-III— � N.T.S. �% „',,. /`: FOOTING DETAILS <br /> — ' REQUIRED R� — R� DRAINAGE MAT <br /> E —III <br /> ROOF ASSEMBLY REF.ARCH <br /> DRAIN MAT,REF <br /> oCPo�oOooCAo ARCHITECTURE <br /> • REFU <br /> ARCH&LST SLAB, <br /> GMP SET <br /> N — O o oO o 00 0 00 0 00 0 00 0 0 <br /> w <br /> STRUCTURAL SLAB PLAN SECTION A-A <br /> = OR ROOF,REF <br /> U ARCH.AND <br /> STRUCTURAL <br /> O DRY STACKED STONE WALL �� LANDSCAPE BOULDER MULTI-SIDED SEAT DATE PROJECTNUG,,BER <br /> 0 <br /> SHEET NUMBER <br /> U <br />