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AGGENT PANEL <br />AGGENT REVEAL <br />ASPHALT PAVING <br />BENCH <br />BIKE RAGK <br />BREAK AREA <br />GONG GHANNEL <br />CONCRETE CURB <br />GROSS WALK <br />DETAGHED WALK <br />DETENTION POND <br />ELECT SERVICE <br />EXT GONG SLAB <br />EXT STEEL STAIR <br />5A5 SERVICE <br />GATE <br />GUARDRAIL <br />H. RAMP <br />HG SPACE <br />LOADING APRON <br />LOADING POCK <br />LOADING RAMP <br />MEGH SCREEN <br />METAL ROOFING <br />MONUMENT 5IGN <br />PRECAST PANEL <br />REGE55ED ENTRY <br />SCREEN WALL <br />SIDEWALK <br />SITE WALL <br />SPREAD FOOTING <br />STANDARD SPAGE <br />STRIPING <br />TRANSFORMER <br />TRASH ENCLOSURE <br />WINDOW FRAMING <br />7" precast concrete wall panel with no accent reveals <br />3/8" deep Formed reveal on exterior exposed faces of PREGAST PANELS <br />Width of reveal = 2" at base of recess <br />Flare out side walls of reveal at 45 degrees <br />See ext elevtions and precast panel elevations For location of reveals <br />b' thick asphalt pavir9 <br />See Grading Plan Details for additional recommendations <br />20"1/4 x 60"L coated wire mesh bench <br />8 bike capacity "serpentine" stainless steel bike rack <br />Locate and embed in ext cone, slob per mfgr's recommendations <br />10'W x 14'L concrete slab - see EXT GONG SLAB note <br />36"W x 12"L coated wire mesh table and integral bench seats <br />8"W X 4"D formed cone, channel <br />4" thick sidewalls and bottom reinF w/ fibermesh _ <br />Locate inlet below DRAIN OUTLET <br />Hold top of sides flush with finish grade <br />Slope uniformly to SIDEWALK CHANNEL or GONG CURD as shown <br />Lacatc outlet 4" below top of Sidewalk <br />Concrete curb d gutter <br />Reinforce w/ I-#5 longitudinal in top of curb and 2-#5 longitudinal in mid -depth of gutter <br />See Grading plon and Details For typ curb profile, finish and joints <br />b" reinforced concrete slab crosswalk - See LOADING APRON note <br />18" X 78" tooled joint pattern on surface <br />See loodinq apron note <br />5'-0 wide 5" concrete detached sidewalk <br />See Grading plan and Details For additional requirements <br />Grass lined detention pond - see Grading Drainage Pion <br />See Electrical for size and specific location of electrical service <br />5" concrete slab with broom Finish <br />See Structural For other requirements <br />2x12 TS steel Tube stringers <br />I-I/2" deep concrete Filled steel pan treads with dosed risers and smooth sloped nosings <br />See Mechanical For size and specific. location of electrical service <br />Painted steel deck with vert ribs on tube steel frame <br />1.5" dia pointed steel pipe guardrail <br />Space rails 2 5.25" oc max <br />Space balusters at 6'-0 oc max <br />Locate top rail al 42" above adloccnt walking Surfacc <br />5" concrete slab on grade w/broorn finish <br />Reinforce w/ bxb 10/10 WWF <br />See Civil for ramp slope and side Flair <br />Min ramp width = sidewalk width <br />12'-OW x li'-bL parking space with 1'-b" curb overhang <br />3'-01N x 17'-6L maneuvering space on at least one side <br />Delineate parking space with 4" wide striping <br />Delineate maneuvering space with 4" wide diagonal hatching <br />Pole mounted handicap identification sign at head of space <br />concrete slab on grade with #5 @ lb" oc each way <br />See eroding Plan For additional requirements <br />8" concrete slab with #5 ' IS' each way <br />Reinforce dock edge with L4x4x1/4 with 3/8x3 HA5 0 24" oc <br />2 dock bumpers installed per mfg's recommendation <br />b" concrete slab on grade with #5 lb" or, each way <br />See Structural For concrete sider,all requirement <br />3" dia golv steel pipe balusters g b"-0 oc <br />2-I/2x2-I/2x3/I6 gals steel angle top, intermediate and bottom rail <br />1" nom ribbed steel decking mounted horiz @ top section, vert I bottom section at balusters <br />Preformed metal pipe Flashing and sealant as required al balusters <br />See Structural For anchorage and other requirements <br />Standing seam metal roofing system <br />Asphalt felt underloyment <br />5/8" 056 sheathing <br />4'-2H x b'-OW precast concrete - see TRASH ENCLOSURE NOTE <br />See Structural for Foundation and other requirements <br />7" precast concrete wall panel <br />See ACCENT REVEAL note <br />See precast ponel elevations for door, window and other opening locations <br />See Structural for other requirements <br />Aluminum storefront door system <br />Cantilevered precast wall panels above <br />Recessed soffit lighting <br />1" precast concrete wall panel <br />See AGGENT REVEAL note <br />5" cone, slab on grade A/broom finish <br />Reinforce w/ bxb 10/10 WWF <br />See Grading Plan and Details for sidewalk slopes and topical joint requirements <br />12" Split faced integrally colored concrete block retaining wall with solid block cap <br />See Structural For additional requirements <br />12" min thick reinforced concrete spread Footing <br />See Structural For other requirements <br />9'-01^1 x I '-OL parking space <br />4" wide white asphaltic paint striping Far all parking delineation <br />See Electrical for location and size of transformer <br />5" thick concrete pad - Verify size with Electrical <br />Reinforce with #4 ,Q lb" oc ea way centered at middepth <br />See GATE note <br />See EXT GONG SLAB note. Slope slab to drain toward driveway. <br />Provide, romp to gutter cicvation - see SIDEWALK/HG RAMP note similar <br />Precast concrete enclosure walls - see PRECAST PANEL note <br />2"Wx4-I/2"D nom aluminum Storefront Framing system <br />All glazing to be I" nom double glazing <br />See Window Schedule for location of "Heatmirror" treated glazing <br />See Window Elevations for location of tempered glazing <br />TIT ASSEMBLY NOTES <br />(TYP ASSEMBLY ) <br />ry <br />13-4 <br />FRONT <br />EXT ELEVATION <br />:. ro TRASH ENCLOSURE <br />—( ACCENT REVEAL <br />1/ <br />6705 '��TYPIGAL 2" REVEAL <br />TEMPT ME ON ALL 4 SIDES <br />5" HIGH METAL LETTERS <br />i--- GRADE LEVEL PRECAST PANEL <br />EXT ELEVATION <br />r-o MONUMENT sip <br />PLAN NOTES <br />GATE <br />3'-8 <br />PRECAST PANEL <br />ACCENT REVEAL 1 <br />.To 5LA8 <br />SEE GRADING FLAN <br />DETAIL SECTION <br />4 = I1-0 RETAINING WALL <br />I. SEE THE BUSINESS GENTER AT G.T.G REPLAT D FOR BOUNDARY DIMENSIONS <br />AND OTHER INFORMATION NOT OTHERWISE SHOWN HERE. <br />2. SEE 02/A01 FOR TYPICAL CONSTRUCTION ASSEMBLIES NOTED THUS <br />KEY NOTES <br />OI <br />OD <br />03 <br />04 <br />05 <br />O6 <br />EXISTING TREES TYP. - SEE LANDSCAPE PLAN FOR REPLACEMENT <br />OF DEAD TREES. <br />EXISTING TREE TO BE REMOVED <br />PROPOSED WATER QUALITY DETENTION OUTLET STRUCTURE <br />SEE GRADING/DRAINAGE/MASTER UTILITY PLAN. <br />EXISTING 10' WIDE DRAINAGE 4 UTILITY EASEMENT. <br />EXISTING 30' WIDE DRAINAGE d UTILITY EASEMENT. <br />( ASSEMBLY <br />EXISTING 15' WIDE DRAINAGE t UTILITY EASEMENT TO BE ABANDONED. <br />PROPOSED LOCATION OF STORMWATER MANHOLE. - SEE <br />GRADING/DRAINAGE/MASTER UTILITY PLAN. <br />EXISTING DETACHED PUBLIC SIDEWALK. <br />NEW 10' WIDE PUBLIC SIDEWALK EASEMENT. <br />NEW 5' WIDE DETACHED PUBLIC SIDEWALK <br />EXISTING FIRE HYDRANT. <br />NEW FIRE HYDRANT - SEE GRADING/DRAINAGE/MASTER UTILITY' PLAN. <br />EXISTING FIRE HYDRANT TO BE RELOCATED <br />SEE GRADING/DRAINAGE/MASTER UTILITY PLAN. <br />FIRE ACCESS ONLY. CONFIGURATION TO BE REVIEWED AND APPROVED <br />BY FIRE AND PLANNING DEPARTMENTS PRIOR TO CONSTRUCTION. <br />=30.0' <br />PLAN <br />i <br />MOMAHENT <br />I ' <br />I ' <br />(DCTAGHCD WALK ) <br />STRIPING <br />R=11' <br />54'-0 <br />• <br />1 <br />J <br />r <br />( STRIPING <br />0_6 `( CROSSWALK ) <br />SIDEWAI K f <br />�HG� <br />FIG SPACE <br />r5 \ • (cONG C'4ANI L <br />HC RAMP <br />I6N <br />R=8' <br />STANDA <br />R=I0' <br />R=1Q' <br />CONCRETE CURB <br />_<as> <br />„..---tASPHALT PAVING -_)----) <br />r <br />145 <br />126'-0 <br />2/8/78/002 <br />ONE <br />WAY <br />ONE STORY BUILDING <br />26,115 sf 9 <br />( SIDEWALK <br /><els> <br />(GRO55WALK <br />( BENCH <br />(APO SPACE <br />DV STORY SUIL.DIN6 <br />40,'i2S sf <br />(SIDEWALK <br />0 <br />Ri3'T'rp_ <br />iv <br />4s <br />I< RAMP <br />h <br />CA 755 YIALK ) <br />40'-6 <br />{CONGRFTF. 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