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ACCENT DETAIL <br />ACCESS LADDER <br />ASPHALT PAVING <br />BENCH <br />BIKE RACK <br />BOLLARD LIGHT <br />BREAK AREA <br />CANOPY EDGE <br />CANOPY FRAMING <br />CANOPY ROOF <br />CANOPY SCUPPER <br />CANOPY SUPPORT <br />COLUMN TRIM <br />GONG CHANNEL <br />CONCRETE CURB <br />CONCRETE STEPS <br />CURB INLET <br />DETENTION POND <br />DOCK CEILING <br />DOCK EDGE <br />DRAIN LEADER <br />DRAIN OUTLET <br />DRAIN RISER <br />DRIVEWAY APRON <br />ELECT SERVICE <br />EXT GONG SLAB <br />EXT STEEL STAIR <br />FIRE DEPT CONNECT <br />FIRELINE SERVICE <br />FOUNDATION INSUL <br />FUTURE TENANT FINISH <br />GAS SERVICE <br />GATE <br />GRADE BEAM <br />GRADING <br />GROUND MOUNT LIGHT <br />GUARDRAIL <br />HG RAMP <br />HG SPACE <br />HORIZ REVEAL <br />INT GONG SLAB <br />IRRIGATION METER <br />IRRIGATION SERVICE <br />Accent reveal at sides similar to HORIZ REVEAL <br />Paint panel in "Concrete Panel Accent" color nuless noted otherwise <br />Painted or powder coated steel Wall mounted access ladder, <br />OSHA compliant with safety cage <br />Provide solid blocking in wall for anchorage as required <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 />8 bike capacity "serpentine" painted steel bike rack <br />Locate and embed in ext conc slab per, mfgr's recommendations <br />See Electrical for other requirements <br />14'W x 14'L concrete slab - see EXT GONG SLAB note <br />36"W x 12 coated wire mesh table with integral bench seats and pole -mounted fabric canopy <br />L5x8 LLV with drip flashing termination at top edge per, roofing mfqr <br />CI5x33.9 curved steel channel rim <br />L5x5x5/I6 curved steel edge angle <br />T54x12x3/I6 joists @ 3'-O oc max <br />C12x20.1 steel channel ledger at wall <br />1-I/2"D gaily steel roof decking see roof plan for location <br />See structural for other requirements <br />2" to 4" thick tapered foam insulation sloped 1/4" per foot to drain <br />Carlisle Design "B" Loose Laid Ballasted.O45 epdm membrane roofing system <br />All flashing and terminations per mfgr's specifications <br />4AW notch in vert leg of CANOPY EDGE angle at outlet location <br />C2x4x0?-4 channel drip extension <br />Flashing and gravel stop per roofing mfqr <br />Steel rod and clevis canopy support <br />See Structural for additional requirements <br />Wrap top of column with 2x6 mitered tube steel or channel 4 sides <br />Wrap base of column with 2x8 mitered tube steel or channel 4 sides <br />8"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 GONG CURB as shown <br />Locate outlet 4" below top of sidewalk <br />Concrete curb 8 gutter, <br />Reinforce w/ I45 longitudinal in top of curb and 245 longitudinal in mid -depth of gutter <br />See Grading plan and Details for tip curb profile, finish and joints <br />1" max risers, II" tip tread with I-#5 bar transverse ea tread <br />4" thick backslab reinforced with bxb 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 6 Drainage Plan <br />R-30 faced fiberglass batt insulation <br />5/8A ext gypsum board ceiling <br />Light gauge steel framing ? see Structural <br />Reinforce dock conc slab edge with L4x4xl/4 with 3/8x3 HAS ®24" oc <br />Underground piped roof drain leader <br />See Mechanicaland for size and routing <br />See also CONIC CHANNEL note <br />Through wall drain outlet <br />Outlet terminates in GONG CHANNEL <br />See Mechanical for size, specification and location <br />LOADING APRON <br />LOADING DOOR <br />LOADING SLIP <br />MEMBRANE ROOFING <br />OVERFLOW DRAIN <br />PARAPET FLASHING <br />POLE MOUNT LIGHT <br />PRECAST BULWARK <br />PRECAST PANEL <br />PROJECT ID SIGN <br />REAR DOOR <br />ROOF ACCESS <br />ROOF DRAIN <br />8" concrete slab on grade with #5 @ l6" oc each way_ <br />See eroding Plan for additional requirements <br />Overhead insulating steel coiling door with power, operator <br />PRECAST PANEL side and rear walls <br />See also DOCK CEILING, LOADING APRON and DOCK EDGE notes <br />3" min thick insulation board per roofing mfr's specification <br />Carlisle Design "B" Loose Laid Ballasted.O45 epdm membrane roofing system <br />All flashing and terminations per ear's specifications <br />Piped overflow drain <br />Locate inlet above adjacent roof drain inlet elevation <br />Pipe drain to DRAIN OUTLET or underground storm drain <br />See Mechanical for size and other requirements <br />Carlisle epdm membrane flashing system with mechanically fastened retainer bar <br />Locate retainer bar 12" min above adjacent roof surface typical <br />See Electrical for other requirements and pole base detail <br />Tapered precast concrete bulwark perpendicular to wall plane <br />8" sitecast concrete wall panel <br />See Precast Panel Elevations for door, window and other opening locations <br />See Structural for other requirements <br />See also HORIZ REVEAL, VERT REVEAL and VERT PANEL JT notes <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 />30Ax36A roof access hatch - Bilco model 520 or equal <br />Piped overflow drain <br />t <br />6'-0 <br />nEs7 <br />20 =0 <br />6i-0 <br />DETAIL ELEV <br />vas • r-0 TRASH ENCLOSURE <br />6'-O <br />f <br />✓ -- �( PRECAST PANEL ) <br />HORIZ REVEAL ) <br />dikT.O. 5LA8 <br />5EE GRAD/NG PLAN <br />NORT <br />at <br />/SQU' <br />EAST <br />ROOF EXPANSION JT <br />SANITARY SERVICE <br />SCREEN WALL <br />SCUPPER <br />SIDEWALK <br />SIGN FRAME <br />SIGN PLAGUE <br />SITE WALL <br />SLAB CONSTRUCT JT <br />SLAB CONTROL JT <br />SLAB EXPANSION JT <br />SLAB ISOLATION GAP <br />STAIR GUARDRAIL <br />Piped roof drain riser - see Mechanical for size and routing_ <br />See also DRAIN OUTLET note <br />Concrete slab on grade <br />See Grading Plan for additional requirements <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 steel tube stringers and landing frame <br />Galt' expanded metal open grate treads with closed risers <br />Galv 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 />2A Styrofoam SM rigid insulation or equal <br />Extend from underside of INT GONG SLAB to bottom of GRADE BEAM <br />2-I/2Axlbga steel stud furring at 24A oc <br />R -II fiberglass batt insulation <br />4 mil poly vapor barrier <br />5/8A gyp board <br />R -II faced fiberglass batts pinned to conc wall from top of furring to deck <br />See Plumbing for size and specific location of gas service <br />Painted steel deck with vert ribs on tube steel frame <br />12A concrete grade beam <br />See Structural for depth and reinforcing <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 standard steel pipe guardrail <br />Maximum 3-1/8A 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 1.4/broom finish <br />Reinforce w/ bxb 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 11'-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 />1/2" 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 additional info <br />bA concrete slab on grade <br />See Structural for reinforcing <br />See also SLAB CONTROL JT, SLAB ISOLATION JT, SLAB CONSTRUCT JT notes <br />See Utility Plan and Landscape Plan for size and other requirements <br />See Utility Plan for size and other requirements <br />NP ASSEMBLIES <br />SHOWN THUS: (TYPICAL ASSEMBLY ) <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 />VERT REVEAL <br />WALL BRACKET <br />WALL MOUNT LIGHT <br />WATER METER <br />WATER SERVICE <br />WATER SERVICE <br />WINDOW FRAMING <br />Locate inlet at elevation noted on roof plan <br />Pipe drain to DRAIN OUTLET or underground storm drain <br />See Mechanical for size and other requirements <br />Carlisle Type B -BA expansion joint detail or, equal <br />Do not anchor' or adhere foam insulation boards across expansion joint <br />See Structural for other requirements <br />See Utility Plan for size and other requirements <br />8" precast concrete wall panel <br />See also HORIZ REVEAL, VERT REVEAL and VERT PANEL JT notes <br />Through -wall Iamb's tongue stainless stl or brass scupper, <br />See Mechanical/Plumbing for diameter <br />5" conc slab on grade w/broom finish <br />Reinforce Al bxb 10/10 WWF <br />See Grading Plan and Details for sidewalk slopes and typical joint requirements <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 />Concrete slab pour break with tooled elastomeric sealant <br />See Floor Plan for typical pattern <br />See Structural for other requirements <br />I" deep sawcut control joint with tooled elastomeric sealant <br />See Floor Plan for typical pattern <br />See Structural for other requirements <br />Preformed expansion joint filler <br />Tooled elastomeric sealant <br />See Structural for detail of isolation cap at column bearing <br />1-1/2" dia painted steel pipe handrail located 36" above plane of stair nosings <br />Weld vertical balusters to top flange of steel stair stringer <br />Core drill and epoxy embed vert balusters in concrete stair <br />See GUARDRAIL note for spacing of intermediate rails and balusters where req_ <br />1-1/2" dia standard steel pipe handrail with I intermediate rail <br />Locate top of roil 36" above plane of stair nosinqs <br />9'-0W x 17'-bL 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 transformer <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 GONG 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 />See ext elevations and precast panel elevations for additional info <br />1/2" deep formed reveal on exterior exposed faces of PRECAST PANELS <br />Width of reveal = I" at base of recess <br />Flare out side walls of reveal at 45 degrees <br />See ext elevations and precast panel elevations for additional info <br />TS3x5x3/I6 vertical and horizontal legs with capped ends <br />TS3x3x3/Ib diagonal strut <br />Weld bracket to tube joist above <br />See Electrical for other requirements <br />See Utility Plan for size and other requirements <br />See Utility Plan for size and other requirements <br />See Utility Plan for size and other requirements <br />2"Wx4-I/2"D 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 />( SIGN PLAQUE <br />m <br />i <br />( SIGN FRAME )-N <br />Healthwise <br />i <br />6=8 <br />4'-.5 <br />1 772 <br />PRAIRIE WAY <br />5'-2 <br />DETAIL ELEV <br />3/8' = I'-0 PROJECT ID SIGN <br />Z <br />0 <br />0_ <br />PRECAST PANEL <br />SIGN PLAGUE: 18 5F X 2 5IDE5 = 56 5F <br />SIGN ADDRESS: 2 5F X 2 5IDE5 = 4 5F <br />TOTAL = 40 5F <br />PHASE .2 — 6 BAYS @ 1,500 5F <br />45,0007 5F <br />( SIGN FRAME <br />N <br />Q O <br />4=7 <br />11-41 2' -IO <br />PRAIRIE WAY <br />1772 <br />TRUCK ENTRY ONL' <br />VISITOR ENTRANCE AT <br />PRAIRIE WAY <br />3L6 <br />PRECAST PANEL ) <br />SIGN PLAQUE: 1 5F X 2 5IDE5 = 14 5F <br />SIGN ADDRESS: 2 5F X.2 5IDE5 = 4 SF <br />TOTAL = 18 5F <br />DETAIL ELEV <br />3/8' = I' -O 'TRUCK ENTRY SIGN <br /><H >_ <br />FIRE TRUCK HAMMERHEAD, TYP <br />94, <br />TRUCK EXIT ONLY <br />TRUCK ENTRANCE AT <br />TAYLOR AVENUE <br />SIGN PLAQUE: 1 SF X 2 SIDES = 14 5F <br />DETAIL ELEV <br />3/8" = I1-0 TRUCK EXIT SIGN <br /><f 0> <br />u <br />5 AYS @1,500 5F <br />51,50015F <br />' w <br />, <br />4 <br />�J�41 y <br />PHASING PL <br />II 50 <br />WIN <br />'LAN NOTES <br />I. ALL LANDSCAPING AND IRRIGATION SHOWN WITHIN THE PHASE I AREA SHOWN ABOVE WILL BE <br />CONSTRUCTED WITH PHASE I. PHASE 2 AREA TO BE OVERLOT GRADED AND SEEDED WITH NATURAL <br />PRAIRIE GRASS AND WILDFLOWERS AT THE TIME OF PHASE I CONSTRUCTION, AND WILL BE FULLY <br />INSTALLED A5 PART OF PHASE 2 CONSTRUCTION. RE: LANDSCAPE. <br />2. PHASE I CONSTRUCTION WILL INCLUDE FULL INSTALLATION OF UTILITIES SUCH A5 WATER, FIRE, <br />IRRIGATION, GAS, ELECTRIC, AND TELECOM. AN 8" WATER MAIN LOOP WILL BE PARTIALLY <br />CONSTRUCTED TO THE PHASE I LIMITS, AND WILL BE COMPLETED UNDER PHASE .2. RE: CIVIL. <br />PHASE I = 5 BAYS X 1,500 SF <br />= 37,500 SF <br />PARKING = 5.35 / 1,0005F <br />= 1.26 SPACES MIN. (121 PROVIDED) <br />°L.1) <br />E-1 <br />U <br />10/Iq/O6 <br />12/04/06 <br />06/01110 <br />01125/II <br />01/03/13 <br />09/13/13 <br />PUD SUBMITTAL <br />GI1Y COMMENTS <br />EXTENTION <br />EXTENTION <br />PUD AMENDMENT <br />CITY COMMENTS <br />Details, Notes <br />A04 <br />x <br />m <br />3NI1 S1Nl NO INIBd JO 3803 NOIlPSOd <br />I <br />2599 d3BWf1N Jkidd A8 d20803d <br />SAFCO PRODUCTS • NEW HOPE, MINNESOTA <br />d <br />z <br />coco <br />m <br />N <br />-2- <br />z <br />m <br />B299 U38Wf1N IUVd A8 U308036 <br />REORDER BY PART NUMBER 6552 <br />9 <br />0 <br />z <br />0 <br />m <br />z <br />z <br />0) <br />0 <br />C3� <br />0 <br />a38Wf1N ONINWdO <br />1:1391AlfiN ONIMb' 10 <br />a38W(iN ONINWUO <br />r- <br />0 <br />N <br />Con <br />o CD <br />CD <br />7J A <br />CD 0 <br />v n <br />C) <br />