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KEYED NOTES <br />OPROPERTY <br />LINE - SEE CIVIL DRAWINGS <br />i <br />O <br />EXISTING CONCRETE SIDEWALK - SEE CIVIL DRAWINGS <br />30 <br />30 15 <br />1 <br />I I <br />- <br />19 <br />O <br />EXISTING CONCRETE CURB - SEE CIVIL DRAWINGS <br />EXISTING ASPHALT DRIVE / PARKING - SEE CIVIL DRAWINGS <br />EXISTING RETAINING WALL - SEE CIVIL DRAWINGS <br />g 2/A52 1--� <br />j II <br />- <br />____ ____ <br />I <br />I I I <br />I I <br />-- -- <br />2/A52 <br />O <br />F <br />t <br />I — - 2/AS2 <br />1 <br />I I <br />e <br />O <br />O <br />EXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS <br />EXISTING ASPHALT PARKING / DRIVE AREA <br />EXISTING STRUCTURAL COLUMN <br />O <br />LJL -i I <br />----I <br />453 <br />O <br />EXISTING Ira' UTILITY EASEMENT <br />STONE PEBBLES IN <br />- TREE WELL. <br />+� <br />I� <br />I� <br />ID <br />25' LANDSCAPE BUFFER <br />- - <br />2fd <br />S3 <br />19 <br />I <br />I1 <br />NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS <br />' II <br />2O <br />12 <br />NEW 5' CONCRETE 51DEWALK (TYP. UN.OJ <br />I <br />0EW <br />N ASPHALT SU ACE OVER EXISTING ASPHALT - 5 <br />SP L RF ERE E CIVIL FOR E <br />ASS <br />-- <br />EXACT LOCATIONS <br />I <br />I <br />r+ <br />14 <br />15 <br />NEW STANDARD PARKING SPACE S' x 20' (TYP.) - SEE CIVIL PLANS <br />NEW N.C. SPACE 12' 20' (TYP.) SEE CIVIL PLANS <br />I <br />I <br />I6 <br />PARKING x - <br />NEW CONCRETE WHEEL STOP (TYP.)- SEE DETAIL 10/A53 <br />- - - - <br />20 <br />, <br />NEW CONCRETE CURB (TYP.) - SEE DETAIL I/A53 <br />1 <br />- <br />r <br />18 <br />SIDEWALK WITH DETECTIBLE WARNING <br />NEW INTEGRAL CURB AND SIDE L E <br />SURFACE - SEE DETAIL fo/A63 <br />5'-0" <br />•. <br />'•• •14 •, Ito - <br />0 <br />j <br />'I <br />14 <br />' <br />19 <br />NEW 12" SPLIT FACE MASONRY RETAINING WALL SYSTEM -SEE <br />DETAIL I/A62 AND STRUCTURAL DRAWINGS <br />•• • • • II <br />1 <br />A53 <br />_ <br />+' <br />20 <br />SHADED AREA REPRESENTS AREA OF NEW ASPHALT PAVEMENT - <br />li <br />I� <br />SEE CIVIL DRAWINGS <br />17 <br />li <br />21 <br />HATCHED AREA REPRESENTS AREA OF NEW POROUS CONCRETE - <br />... •. .• <br />'' <br />SEE CIVIL DRAWINGS <br />22 <br />NEW PRE-ENGINEERED / PRE -FABRICATED ALUMINUM CANOPY <br />21 <br />SYSTEM TO COVER CONCRETE SIDEWALK AND PARKING <br />cJrp�` <br />TYPICAL TREE GRATE DETAIL <br />I__ <br />23 <br />TYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED USING <br />SCALE: 3/4" = I'_O" <br />- .. I <br />�--- _ <br />_ <br />— <br />-- , <br />HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAIL 2/AS3 <br />14 <br />I <br />14 <br />16 <br />Ig <br />AS3 <br />3/AS2 <br />- <br />24 <br />25 <br />5'-0" WIDE HATCHED CRO55WALK <br />6'-0" TALL CHAIN LINK FENCE ATOP RETAINING WALL SYSTEM <br />SEE FLOOR PLAN <br />4" THICK CONCRETE <br />SIDEWALK WITH 6x6 WI.4xWI.4 rz <br />I <br />r <br />II II <br />_ o 0 <br />II <br />0 <br />- II <br />1 5 <br />i <br />20'-3" <br />26 <br />27 <br />LINE OF BUILDING WALL <br />IN ST TURAL COLUMN <br />BUILDING RUG <br />W.W.F. - LIGHT BROOM FINISH <br />o o <br />o <br />_ �� <br />_ - - <br />j <br />453 <br />' <br />22 <br />5'-0" WIDE LOADING ZONE <br />PAVEMENT 1.159e MAX. SLOPE <br />SURFACEa <br />14 16 <br />16 <br />14 <br />14 I� <br />2� <br />3"4 SUPPORT POST AT lO'-O" O.C. MAX. <br />f - � �-- <br />a <br />EXISTING TREE -SEE LANDSCAPE PLANS <br />i�� <br />H.G. SIGNAGE - SEE DETAIL 9/AS3 <br />�� ,/ <br />1 - 1/2 ISOLATION JOINT `, ������ <br />Il <br />04 <br />- REBAR CONT. }•,,r' <br />'r <br />1 <br />A53 <br />17 23 <br />.�«\�" I� <br />a SIM- <br />453 <br />28 31 <br />1 <br />NOTE: <br />APPLY DETECTABLE WARNING <br />�. 11 ❑ <br />u II <br />15 <br />SURFACE AS SHOWN IN PLANS AS <br />REQUIRED <br />Ib 14 <br />O <br />2� <br />2� <br />SEE FLOOR PLAN <br />12 <br />— <br />6 <br />17 AS3 <br />18 <br />18 <br />4r,9. I4nuuu 9 u,u i;,ii,gn i; ti <br />f T <br />flr'� � I gJ"�9��18) u�ru.uu ���,"�, .:� �1L, w�,wuw;ll�,,,�u.�. <br />��I �o h u . r ,p tiLai <br />5 <br />/ <br />4 THICK CONCRETE <br />SIDEWALK WITH 6x6 WI.4xW1.4 I APPROX- <br />W.W.F. LIGHT BROOM FINISH GRADE <br />12 <br />2� <br />IS <br />1 <br />18 23 <br />- i i - e � <br />I <br />i <br />n, <br />I I�� <br />�ni�;�:y <br />1 � _ <br />AS2 <br />AS <br />5 <br />GENERAL NOTES <br />- <br />_ <br />23 <br />I. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH <br />I.15% MAX. SLOPE <br />PAVEMENT <br />SURFACE <br />III L <br />_ I I <br />\ <br />_`, d • <br />, r N � .r- ., E , .e_. '.. <br />,, z ,,. � �«r,:; z .. ..,. <br />6 <br />x 6, 4 WIA x WIA W.WF. UNLESS OTHERWISE NOTED. <br />\�/� <br />A52 TYP <br />2. SEE ELCTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL <br />SERVICES. <br />3 AND DIMENSIONS. LANE FOR ALL SIDEWALK /PARKING LOCATIONS <br />04 - REBAR CONT. <br />6" <br />4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND <br />LANDSCAPE <br />LOCATIONS. <br />O6 <br />TYPICAL SIDEWALK CROSS SLOPE DETAILS <br />� <br />ENLARGED SITE PLAN <br />SCALE: 3/4" = I'-0" <br />SCALE: 1" 20'-0" <br />6'-O" TALL CHAIN LINK FENCE <br />- EMBED INTO GONG, 6" MIN. APPROXIMATE GRADE <br />LJ/x <br />34'-0" <br />I' O" <br />CONT. 12" KNOCKOUT BLOCK - <br />SEE STRUCTURAL DRAWINGS <br />25 <br />�x,~- RETAINED SOIL <br />14) <br />/ <br />W <br />REINFORCED 12" SPLIT FACE <br />�� <br />CM-U- WALL SYSTEM - SEE <br />STRUCTURAL DRAWINGS \ FILTER RIG AS <br />NOTE: <br />AS2 <br />REQUIRED <br />N <br />CONTRACTOR TO FIELD VERIFY ALL <br />to <br />EXISTING GRADE CONDITIONS PRIOR <br />TO CONSTRUCTION - MODIFY RETAINING <br />NOTE: �/' <br />`D <br />WALL HEIGHTS AS REQUIRED <br />CONTRACTOR TO FIELD VERIFY ALL <br />PRIOR <br />DION CONDITIONSRI NNG �/\/� APPLY DAMP PROOFING <br />EXISTING GRADE <br />w <br />/ MEMBRANE AS REQUIRED <br />WALL HEIGHTS AS REQUIRED <br />> <br />2 <br />SITE WALL ELEVATION <br />SCALE: I" ■ 20'-0" <br />APPROXIMATE GRADE%j <br />W <br />C«/-) 112'-8" 41 <br />CONT. CONCRETE �,rj// FOUNDATION SYSTEM - SIZE <br />AND REINFORCING VERY <br />CURB -SEE SITE <br />22'-0" 22'-0" <br />Ilk <br />22'-O" 22'-0" (+/-) 23'-6" <br />BASED ON WALL HEIGHT - <br />PLANS / SEE STRUCTURAL DRAWINGS <br />ASPHALT PAVING ............................................ .......... ...__..............__ <br />- SEE SITE PLANS , //�,/ /" <br />25 <br />I <br />�z" <br />25 - - <br />. f� <br />�� <br />9 <br />d _ <br />w <br />r <br />5 <br />d <br />., <br />v la <br />ONOTE: <br />�� \ �<� <br />\/� /�\ • • •�/ <br />CONTRACTOR TO FIELD VERIFY ALL <br />EXISTING GRADE CONDITIONS PRIOR <br />A52 <br />NOTE: <br />CONTRACTOR <br />EXISTING GRADE <br />TO FIELD VERIFY ALL <br />CONDITIONS PRIOR <br />MODIFY- <br />OION <br />CONSTRUCTRETAINING <br />TL <br />WALL OHEIGHTS <br />- MODIFY <br />TA05 REQUIRED RETAINING <br />HEIGHTS AS REQUIRED <br />0 -� <br />SITEWALL SECTION <br />SITEWALL ELEVATION <br />� <br />SITELUALL ELEVATION <br />3 <br />I„ <br />1„ <br />REVISIONS BY <br />~_ L? ou <br />4 <br />N °O — <br />• M Jd <br />U b0 <br />4 <br />� b <br />z E <br />- � E <br />w <br />N <br />�. ♦ o <br />co 0 <br />u <br />it ¢ E ti <br />d m <br />u <br />Y i N ti <br />Cn <br />EEC <br />m ti <br />.-� <br />t` <br />✓ ti <br />N <br />0. <br />r+ <br />,1y <br />E3z <br />p w <br />p zm0E+: <br />,o 0 <br />X <br />�AG1, <br />0F0 I <br />o � a <br />Q <br />Q <br />— (D N <br />� O <br />' V <br />N (D Q <br />U <br />z (`J <br />O <br />•N U a ru) <br />C M <br />0 J v <br />- Q N O <br />X -0 <br />w U •� <br />O O <br />� 10 L L- <br />Q W 0 <br />N <br />O L-C) - <br />0 O Q L <br />O C) 00 -C <br />L __ V) C- <br />CL W O <br />hl <br />O <br />LLL <br />Date: 12. 15. 10 <br />Scale: AS NOTED <br />Project Mgr: JLO <br />Drawn: SEH <br />Job: 09-45 <br />Sheet <br />AS2 <br />H:\Projects\Projects 2009\0945 - FMC - ZH ASC F.xpansion\CD\RI:V.02\ArchitecturahAS2 Pt AS3 - SITE DETAILS.dwg, 3/21/2011 1:48:38 PM, DC <br />