Laserfiche WebLink
ACCENT DETAIL <br />ASPHALT PAVING <br />BENCH <br />BIKE RACK <br />BOLLARD LIGHT <br />BREAK AREA <br />CANOPY FRAMING <br />CANOPY ROOF <br />CANOPY SUPPORT <br />GONG CHANNEL <br />CONCRETE CURB <br />CONCRETE STEPS <br />CURB INLET <br />DETENTION POND <br />DRAIN LEADER <br />DRAIN OUTLET <br />DRAIN RISER <br />DRIVEWAY APRON <br />ELECT SERVICE <br />EXT CONC SLAB <br />EXT STEEL LANDING <br />FIRE DEPT CONNECT <br />FIRELINE SERVICE <br />=IRE HYDRANT <br />GAS SERVICE <br />GATE <br />GRADING <br />GROUND MOUNT LIGHT <br />GUARDRAIL <br />HC RAMP <br />HG SPACE <br />HORIZ REVEAL <br />IRRIGATION METER <br />IRRIGATION SERVICE <br />LOADING APRON <br />LOADING SLIP <br />MEGH SCREEN <br />MEMBRANE ROOFING <br />PARAPET CAP <br />PARAPET FLASHING <br />POLE MOUNT LIGHT <br />PRECAST BULWARK <br />PRECAST PANEL <br />Vertical reveal at sides similar to HORIZ REVEAL <br />Paint panel in "Concrete Panel Accent" color unless otherwise noted <br />Full depth asphalt paving <br />See Geotechnical Report for additional requirements <br />See Grading Plan Details for additional recommendations <br />2O"W x 6O"L coated wire mesh bench <br />5 bike capacity "serpentine" painted steel bike rack <br />Locate and embed in ext conc slab per mfqr's recommendations <br />See Electrical for other requirements <br />14'W x 14'L concrete slab - see EXT CONC SLAB note <br />36"1A1 x 12"L coated wire mesh table with integral bench seats <br />Tube steel fabricated canopy frame and trellis <br />I-I/2"D oak/ steel roof decking <br />Sloped deck 1/4" per foot to concealed gutter <br />Stainless steel cable tension support <br />Steel plate cable termination anchored to PRECAST PANEL or PRECAST BULWARK <br />S"W X 4"D formed conc 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 CURB as shown <br />Locate outlet 4" below top of sidewalk <br />Concrete curb $ gutter <br />Reinforce w/ 145 longitudinal in top of curb and 245 longitudinal in mid -depth of gutter <br />See Grading plan and Details for tup curb profile, finish and joints <br />1" max risers, II" typ tread with 145 bar transverse ea tread <br />4" thick backslab reinforced with 6x6 10/10 WWF <br />See Structural for other requirements <br />Concrete curb storm drain inlet <br />See Grading and Drainage Plans <br />Grass lined detention pond - see Grading $ Drainage Plan <br />Underground piped roof drain leader <br />See Mechanical for size and routing_ <br />See also GONG CHANNEL notes <br />Through wall drain outlet <br />Outlet terminates in CONC CHANNEL <br />See Mechanical for size, specification and location <br />Piped roof drain riser - see Mechanical for size and routing <br />See also DRAIN OUTLET note <br />Concrete slab on grar!c__ <br />See Grading Plan f,or additional requirements <br />See Electrical h size and specific location of electrical service <br />5" concrete :It.4b with broom finish <br />See Stm tin al for other requirements <br />2x12 steel tube stringers and landing_ frame <br />Galt' expanded metal open grate treads with closed risers <br />Galy expanded metal open grate landing <br />3x3 tube steel post(s) as required for landing support <br />See Structural for other requirements <br />See Utility Plan for size and specific location of fireline service <br />See Utility Plan for size and other requirements <br />See Utility Plan for size and other requirements <br />See Mechanical for size and specific location of pas service <br />Painted steel deck with vert ribs on tube steel frame <br />Finish grade at building terminates 6" below floor elev unless noted otherwise <br />See Civil for finish grade contour <br />See Soils Report for grading recommendations <br />See Electrical for other requirements <br />1.5" dia painted steel pipe guardrail <br />Maximum 3-1/5" space between rails <br />Space vertical supports at 6'-0 oc max <br />Locate top rail at 42" above adjacent walking surface or grade <br />5" concrete slab on grade w/broom finish <br />Reinforce w/ 6x6 10/10 WWF <br />See Civil for ramp slope and side flair <br />Min ramp width = sidewalk width <br />a' -OW x 17'-6L parking space with I'-6" nom. curb overhang <br />a' -OW x ll' -6L shared maneuvering space <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 />3/5" deep formed reveal on exterior exposed faces of PRECAST PANELS <br />Width of reveal = 2" at base of recess <br />Flare out side walls of reveal at 45 degrees <br />See ext elevations and precast panel elevations for location of reveals <br />See Utility Plan and Landscape Plan for size and other requirements <br />See Utility Plan for size and other requirements <br />5" concrete slab on grade with #5 ® 16" oc each way_ <br />See Grading Plan for additional requirements <br />Recessed truck loading bay <br />Framed gypsum board ceiling with recessed lighting_ <br />PRECAST PANEL side and rear walls <br />Overhead steel coiling door <br />Provide recess in slab below door for optional dock leveler <br />Reinforce dock edge with L4x4xl/4 with 3/8x3 HAS @ 24" oc <br />2 dock bumpers installed on vert face of dock per mfg's recommendation <br />3" dia gal/ steel pipe balusters @ 6"-0 oc <br />2 -1/2x2 -1/2x3/16 gals steel angle top, intermediate and bottom rail <br />I" nom ribbed steel decking mounted horiz ® top section, vert € bottom <br />3" min thick insulation board per roofing mfr's specification <br />Carlisle or equal fully adhered .045 epdm membrane roofing system <br />All flashing per mfr's specifications <br />12" nom height precast or sitecost concrete parapet cap with 12" exterior overhang <br />Length of cap segment matches panel width below <br />Slope top surface I" toward roof <br />See VERT PANEL JOINT note <br />Carlisle epdm membrane flashing system with mechanically fastened retainer bar <br />Locate retainer bar 12" min above adjacent roof surface typ <br />See Electrical for other requirements and pole base detail <br />Tapered precast concrete bulwark perpendicular to wall plane <br />5" precast or sitecast concrete wall panel <br />See HORIZ REVEAL note <br />See Concrete Panel Elevations for door, window and other opening locations <br />See Structural for other requirements <br />NP ASSEMBLIES <br />SHOPIN THUS: <br />US: <br />( TYPICAL ASSEMBLY ) <br />—PROJECT ID SIGN <br />REAR DOOR <br />ROOF TOP UNIT <br />SANITARY SERVICE <br />SCREEN WALL <br />SCUPPER OUTLET <br />SIDEWALK <br />SIDEWALK CHASE <br />SIGN FRAME <br />SIGN PLAQUE <br />SITE WALL <br />PPREAD FOOTING <br />STAIR GUARDRAIL <br />STAIR HANDRAIL <br />STANDARD SPACE <br />STEEL COLUMN <br />STOREFRONT ENTRY <br />STORM SERVICE <br />STRIPING <br />TRANSFORMER <br />TRASH ENCLOSURE <br />TRUCK ENTRY SIGN <br />VERT PANEL JOINT <br />WALL BRACKET <br />WALE. MOUNT LIGHT <br />WATER METER <br />WATER SERVICE <br />WINDOW FRAMING <br />Double faced address and tenant identification sign <br />See Detail Elevations for additional requirements <br />See Structural for foundation and other requirements <br />Ib ga hollow metal door frame <br />Provide 3 anchors per jamb suitable for wall substrate <br />Tempered insulating glass transom <br />HVAC. unit mounted on insulating curb <br />See Mechanical for specific location and other requirements <br />See Utility Plan for size and other requirements <br />5" precast concrete wall panel <br />See PRECAST PANEL note <br />Through wall overflow drain outlet <br />See Roof Plan for scupper inlet elevation <br />5" conc slab on grade w/broom finish <br />Reinforce w/ 6x6 10/10 WWF <br />See Grading Plan and Details for sidewalk slopes and typical joint requirements <br />See GONG CHANNEL note similar <br />2"x2" galv steel angle with I/4x3 HAS ® 24" oc at inside edges of channel <br />1/4" thick gals steel checker plate cover screwed to embedded angles <br />Painted tube steel sign frame <br />Removable tenant sign insert <br />Interlocking modular unit retaining wall <br />See Civil and Structural for additional requirements <br />12" min thick reinforced concrete spread footing <br />See Structural for other requirements <br />1-1/2" dia painted steel pipe handrail located 55" above plane of stair nosings <br />Weld vertical balusters @ 60" oc to top flange of stair stringer <br />See GUARDRAIL note for spacing of intermediate rails and balusters <br />Extend top rail 12" beyond bottom riser <br />1-1/2" dia standard steel pipe rail <br />Locate top of rail 35" above plane of stair nosings <br />Extend bottom end 12" min beyond nosing and return rail to baluster <br />Extend top rail end 23" min beyond nosing and return rail to baluster <br />Q' -OW x I1' -6L parking space with I'-6 nom curb overhang <br />Steel tube column <br />See Structural for size and other requirements <br />Aluminum storefront entry door(s) <br />All glazing to be I" nom double insulating glazing <br />Tempered glass sidelights and transoms <br />See also WINDOW FRAMING note <br />See Utility Plan for size and other requirements <br />4" wide white asphaltic paint striping for all parking delineation <br />See Electrical for location and size of transfor er <br />5" thick concrete pad - Verify size with Electrical <br />Reinforce with #4 ®16" oc ea way centered at middepth <br />See GATE note <br />See EXT CONC SLAB note. Slope slab to drain toward gate <br />Provide ramp to gutter elevation - see HG RAMP note similar <br />Precast concrete enclosure walls - see PRECAST PANEL note <br />Double faced directional sign <br />See Detail Elevations for additional requirements <br />Seal exterior exposed side of vert wall panel joints <br />Compressible backer rod of suitable diameter <br />Tooled elastomeric sealant <br />Fabricated steel wall bracket support for canopy framing <br />See Electrical for other requirements <br />See Utility Plan for size and other requirements <br />See Utility Plan for size arid other requirements <br />2"Wx4-I/2"12 nom aluminum storefront framing system <br />All glazing to be I" nom double insulating glazing <br />See Window Elevations for location of tempered glazing <br />O <br />I <br />ss <br />O <br />DETAIL ELEV <br />I/4' = I'-0 TRASH ENCLOSURE <br />i <br />2`-5 <br />6- <br />4`--3 <br />1750 <br />TAYLOR AVE <br />1 Hee/ihwise <br />( SIGN PLAQUE <br />( SIGN FRAME <br />DETAIL ELEV <br />sia• = r -o PRo.Et 0 SIGN <br />61-0 <br />GUARDRAIL <br />TOP OF 517E WALL <br />HIGH SIDE GRADE <br />LOW SIDE GRADE <br />DETAIL ELEV <br />3/8" = I'-0 GUARD RAIL <br />PRECAST PANEL <br />HORIZ REVEAL I <br />dik ro SLAB <br />SEE &RADIN& PLAN <br />PRECAST RJANEL <br />rv <br />121-0 <br />NORTH/SOUTH <br />( SIGN FRAME <br />\ <br />0 0 <br />O <br />EAST <br />4'-7 <br />14 <br />2'-10 <br />1750 <br />TAYLOR AVE <br />TRUCK ENTRY ONLY <br />VISITOR ENTRANCE AT <br />PRAIRIE WAY <br />F <br />PRECAST PANEL ) <br />DETAIL ELEV <br />8/8' = I'-0 TRUCK ENVY SIGN <br />2(7-0 <br />TRUCK EXIT ONLY <br />TRUCK ENTRANCE AT <br />TAYLOR AVENUE <br />DETAIL ELEV <br />3/8' = I'-0 TRUCK EXIT SIGN <br />Z 0) <br />A. <br />U <br />E ""4 <br />U <br />cp›-4 <br />oa <br />x <br />0 <br />a <br />E-4 <br />w <br />x <br />F-4 <br />cu 0 <br />J' O <br />a <br />Ori <br />CCS • <br />CI) <br />C • r'-1 <br />rwrimi 0•104 <br />IO/Ig_/O6 PUD SUBMITTAL <br />12/04/06 CITY COMMENTS <br />4011. <br />40 <br />gar <br />Oa <br />POI <br />OP <br />OP <br />Details, Notes <br />A06 <br />o <br />c <br />• 9 <br />z <br />2- <br />9 9 <br />I <br />2h <br />vt <br />131Wf1N ONIMV G <br />u3gI/1f1N ONIMV80 <br />W O <br />N. N <br />N I <br />N <br />O W <br />CD 0 <br />rr <br />• 0) <br />CD <br />C) <br />