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ACCENT PANEL <br />ACCENT REVEAL <br />ACCESS LADDER <br />ADA RAMP <br />ASPHALT PAVING <br />BIKE RACK <br />BOLLARD LIGHT <br />BREAK AREA <br />GONG STEPS <br />CONCRETE CURB <br />GOUNTERFORT <br />CURB RAMP <br />DETENTION POND <br />DOCK DRAIN <br />ELECT SERVICE <br />EXT GONG SLAB <br />FIRE DEPT CONN <br />FIRELINE SERVICE <br />GAS SERVICE <br />GATE <br />GRADING <br />GUARDRAIL <br />HG SPACE/AISLE <br />IRRIGATION SERV <br />LANDSCAPING <br />LOADING APRON <br />LOADING DOCK <br />LOADING RAMP <br />MEGH SCREEN <br />METAL ROOFING <br />MONUMENT SIGN <br />OH COILING DOOR <br />POLE MOUNT LIGHT <br />PRECAST PANEL <br />RAMP EDGE <br />RAMP HANDRAIL <br />RAMP LANDING <br />RECESSED ENTRY <br />RECESSED LIGHT <br />RETAINING WALL <br />ROCK WALL <br />ROOF ACCESS <br />SANITARY SERVICE <br />SCREEN WALL <br />SEWER LINE <br />SIDEWALK <br />STAIR HANDRAIL <br />STANDARD SPACE <br />STORM SERVICE <br />STRIPING <br />TRANSFORMER <br />TRASH ENCLOSURE <br />WATER SERVICE <br />WINDOW BAY <br />WINDOW FRAMING <br />1" precast concrete wall panel with no accent reveals <br />3/S" 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 />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 />5" thick x 5'-O wide conc slab on grade - see EXT GONG SLAB for reinf and finish <br />Max slope = 1:12 <br />b" thick asphalt paving <br />See Grading Plan Details for additional recommendations <br />(4) - individual inverted "ll" bike rack - S bikes spaces total <br />212" dia painted steel pipe <br />See Electrical for other' requirements <br />IO'W x 14'L concrete slab - see EXT GONG SLAB note <br />35"1/4 x 12"L coated wire mesh table and integral bench seats <br />-1" max risers, 11" tip tread with 145 bar transverse ea tread <br />4" thick backslab reinforced with 6x6 10/10 WWF <br />Concrete curb 8 gutter <br />Reinforce w/ I-#5 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" thick precast conc panel <br />See structural for other requirements <br />5" concrete slab on grade w/broom finish <br />Reinforce w/ bx6 10/10 IMF <br />See Civil for ramp slope and side flair <br />Min rump width = sidewalk width <br />Grass lined detention pond - see Grading a Drainage Plan <br />Trench drain or catch basin inlet centered in dock bay <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 />See Utility Plan for size and specific location of fireline service <br />See Utility Plan for size and other requirements <br />See Mechanical for size and specific location of electrical service <br />Painted steel deck with vert ribs on tube steel frame <br />Finish grade at building terminates b" below floor elev unless noted otherwise <br />See GRADING PLAN for finish grade contour <br />1.5" dia painted steel pipe guardrail <br />Space rails 525" oc max <br />Space balusters @ 6'-0 oc max <br />Locate top rail 42" above adjacent walking surface <br />8-01^i x 17-6L parking space with I'-6" curb overhang <br />S'-OW x 17'-6L maneuvering space on at least one side (Van accessible) <br />Delineate -parking space with 4" wide striping <br />Delineate maneuvering space with 4" wide diagonal hatching <br />Pole mounted identification sign at head of space <br />See Utility Plan for size and other requirements <br />See LANDSCAPE PLAN <br />6" concrete slab on grade with #5 ®l6" oc each way <br />See Grading Plan for additional requirements <br />8" concrete slab with #5 @ 16" each way <br />Reinforce dock edge with L4x4x1/4 with 3/Sx3 HAS @ .24" oc <br />8" concrete slab on grade with #5 a 12" oc each way <br />See Structural for concrete sidewal requirement <br />2 dock bumpers installed per mfq's recommendation <br />See OH COILING DOOR note <br />3" dia galy steel pipe balusters @ 6"-0 oc <br />2-I/2x2-1/2x3/I6 galy steel angle top, intermediate and bottom rail <br />I" nom ribbed steel decking mounted horiz @ top section, vert ® bottom section at balusters <br />Preformed metal pipe flashing and sealant cis required at balusters <br />See Structural for anchorage and other requirements <br />Standing seam metal roofing system <br />Asphalt felt underlayment <br />5/8" O5B sheathing <br />4'-2H x 6-010st precast concrete - see TRASH ENCLOSURE NOTE <br />See Structural for foundation and other requirements <br />Overhead insulating steel coiling door with power operator <br />See Electrical for other requirements and pole base detail <br />-1" precast concrete wall panel <br />See ACCENT REVEAL note <br />See precast panel elevations for door, window and other opening locations <br />See Structural for other requirements <br />S" thick conc turned down edge to elevation shown <br />See LOADING RAMP note for reinforcing <br />See STAIR HANDRAIL for similar height and typical construction <br />x 5'-0 minimum size IN/ 1:48 max slope <br />See EXT GONG SLAB note for reinforcing and finish <br />Aluminum storefront door system <br />Cantilevered precast wall panels above <br />Recessed soffit lighting <br />See Electrical for other requirements <br />See RECESSED ENTRY note <br />Precast concrete panel <br />Loading ramp caps top of panels <br />L2" wide stacked rock retaining walI <br />Maximum height above ramp/sidewalk surface = 2'-0 <br />See GRADING PLAN for grade elevations <br />304x36A roof access hatch - BiIco model 520 or equal <br />See Utility Plan for size and other requirements <br />-1" precast concrete wall panel <br />See ACCENT REVEAL note <br />Rough -in main sanitary sewer, line <br />See Mechanical for size and routing <br />5" conc slab on grade w/broom finish <br />Reinforce w/ 6x6 10/10 LW <br />See Grading Plan and Details for sidewalk slopes and typical joint requirements <br />I-I/2" dia standard steel pipe handrail with I intermediate rail <br />Locate top of rail 36" above plane of stair nosings <br />Extend rail 12" beyond top and bottom nosing <br />q'-OW x Iq'-OL parking space <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 @ I6" oc ea way centered at middepth <br />See GATE note <br />See EXT GONG SLAB note. Slope slab to drain toward driveway. <br />Provide ramp to gutter elevation - see SIDEWALK/HG RAMP note similar <br />Precast concrete enclosure walls - see PRECAST PANEL note <br />See Utility Plan for size and other requirements <br />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 Elevations for location of tempered glazing <br />TYP ASSEMBLIES <br />( CURB RAMP <br />( RAMP LANDING ) <br />( SIDEWALK - 5' <br />( ROCK WALL <br />( RAMP LANDING <br />( ADA RAMP <br />(RAMP HANDRAIL <br />( RAMP LANDING <br />( SEWER SERVICE <br />PLAN NOTES <br />MONUMENT SIGN ) <br />N <br />a <br />401-q .o <br />R=4' O <br />( CURB RAMP <br />( BIKE RACK <br />( SIDEWALK 6' <br />( BOLLARD LIGHT <br />( RECESSED ENTRY <br />55 <br />\( SIDEWALK - b' <br />DECORATIVE CONC <br />57 <br />I. SEE SHEET 01/A0.2 FOR BUILDING PLAN DIMENSIONS. <br />2. SEE 02/A01 FOR TYPICAL NEW CONSTRUCTION ASSEMBLIES NOTED THUS: ( TYPICAL ASSEMBLY <br />EXTENT OF <br />WPM LEVEL <br />iii*LIPPER LEVEL <br />3. FUTURE TENANCY MAY REQUIRE THE ADDITION OF AN EXTERIOR STORAGE ENCLOSURE WHICH SHALL BE FULLY <br />SCREENED AND LOCATED IN THE REAR YARD OF THE LOT AT THE LOCATION SHOWN. THE AREA OF SUCH <br />ENCLOSURE SHALL NOT EXCEED 10% OF THE PRINCIPAL BUILDIN6 FLOOR AREA. SEE SHEET A04 FOR TYPICAL <br />ELEVATIONS OF EXTERIOR STORAGE ENCLOSURE. <br />4. CURB FACE RADII ARE 2-0 UNLESS NOTED OTHERWISE. <br />5. IN COOPERATION WITH EXCEL ENERGY, GAS AND ELECTRIC SERVICE LOCATIONS FOR THE BUILDING MAY BE <br />SNAPPED WITH ELECTRIC SERVICE OCCURIN5 NEAR THE SOUTHERN SCREEN WALL AND GAS SERVICE <br />72-0 <br />KEY NOTES <br />• <br />4> <br />DO6P1001, STREET <br />(---( STANDARD SPACE <br />77::( SIDEWALK - 6' <br />CURB RAMP <br />RECESSED LIGHT <br />( FIRE SERVICE <br />( WATER SERVICE <br />FIROPOSED <br />INITH PARTIAL <br />AJF'PER LEVEL <br />jilliMAIN FLOOR <br />CONC. STEPS <br />STAIR HANDRAIL <br />SIDEWALK - 5' <br />(E) 10' UTILITY EASEMENT <br />(E) 4' LANDSCAPE EASEMENT <br />(E) SHARED DRIVEYVAY EASEMENT BETWEEN <br />LOTS 1 4 2 - SEE SURVEY <br />(E) FIRE HYDRANT <br />(E) STREET LIGHT AND ELECTRIC BOX <br />(E) TELEPHONE PEDESTAL <br />(E) CURB AND GUTTER <br />(E) DRIVEWAY <br />LOT I <br />• <br />51. <br />FIRE DEPT CONNECT ) <br />( ELECT SERVICE <br />30'-4 <br />1-:=.201 <br />TRANSFORMER <br />CONC CURB <br />( STRIPING <br />3 <br />( SCREEN WALL <br />RAW <br />DOXN <br />FIRE HYDRANT <br />ASPHALT PAVINt <br />LOADING APRON <br />WALL MOUNT LI6-IT <br />SIDEWALK <br />'N RAMP <br />RAMP- <br />INTERSECTION SIGHT LINE <br />(E) CURB $ GUTTER TO BE REMOVED <br />(E) ASPHALT DRIVEWAY TO REMAIN <br />NEW ASPHALT PAVING MEETS EXISTING PAVING <br />ALONG THI5 LINE <br />(E) CONC RETAINING WALL <br />FUTURE EXTERIOR STORAGE ENCLOSURE - SEE <br />( DOCK DRAIN <br />DRIVEINAY RAMP <br />111 <br />1-6 5ET5ACK <br />10.21-0 <br />45-434 <br />44 <br />6'-6 1(11-4t, <br />TRASH ENCLOSURE <br />DETENTION POND <br />BICYCLE RACK - SEE DWG 04/A04 <br />TRASH ENCLOSURE - SEE DWG 01/A04 <br />BREAK AREA <br />CD <br />-515 <br />LOT 5 <br />0 <br />7-173 <br />PO Box 18390 <br />The Park at CTC <br />00 <br />00 <br />00 <br />0 71- <br />Cj en <br />0 <br />0 <br />4"6 <br />A01 <br />06/04/16 APPLICATION <br />