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HomeMy WebLinkAbout030.8 - L1.6 - MATERIAL DETAILSMATERIAL DETAILSL1.6©ALDER RIDGE & SAGE PEAKAPARTMENTSPREPARED FORGRAF STREETAPARTMENTS, LLC.® BEFORE YOU DIG, CALL 1-800-424-5555 ALAN R.MCWAIN JR.NO. 24474STATE OF MONTA N A L A N D SCAPE ARCHITECTL ICENSEDSITE FURNISHING / SHADE STRUCTURE IN GROUND MOUNT NTS 12" MINIMUM COMPACTED SUBGRADE TO 95% MODIFIED PROCTOR NOTES: 1.SUBMIT ENGINEERED SIGNED AND SEALED SHOP DRAWINGS OF FENCE AND FOOTINGS TO OWNER/ LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION. CONTINUOUS EXPANSION JOINT WRAP 12" FELT WITH BREAK AWAY TAB, CAULK WITH GRAY SEALANT. GEOTEXTILE FABRIC SITE FURNISHING AND SHADE STRUCTURE POST SIZE VARIES REFER TO MANUFACTURE FOR SIZES. FOOTING PER MANUFACTURER 4" CONCRETE SIDEWALK. REFER TO DETAIL #5 ON SHEET H-51 SEA-090-010-010-39 1 2 4 PROPOSED FURNISHING1 THREADED ANCHOR BOLT WITH TAMPER-PROOF LOCKING NUT. SIZE PER MANUFACTURER 2 INSTALL LEVELING SHIMS AS NEEDED TO ACHIEVE A LEVEL AND STABLE SURFACE 3 NOTES: 1.INSTALL PER MANUFACTURER RECOMMENDATIONS. 2.REFER TO CIVIL PLANS FOR REINFORCING INFORMATION. BENCH SURFACE MOUNTING ON CONCRETE 1 1/2" = 1'-0" 4" CONCRETE PAD4 3 SEA-090-010-010-74 6.0" 2'-9" 1' 1'-3" 1'-1" 2'-9" BIKE RACK TYP. 1" = 10' 0.4" KHA-SIT-125 TYPICAL CORNER POST FOOTING TYPICAL LINE POST 10'-0"10'-0" 4'-0" 2'-2"2'-8" FOOTING BOTTOMKNUCKLED TOP &2"x2"x9 GA. FABRIC PIPEGALV. 1-5/8"TOP RAIL AS SHOWN-20'o.c. CONNECTION TYP. TOP RAIL WIRE-14"o.c. 9 GA. TIE PIPE 2" o.d. GALV. TYPE. LINE POST 7 GA. BOTTOM TENSION WIRE ON THE OUTSIDE. FABRIC SHALL BE INSTALLED HARDWARE SHALL BE GALVANIZED. ALL WIRE FABRIC AND FENCE NOTE: CONCRETE 3500 psi CONCRETE 3500 psi INTERSECTIONS@ ALL CORNERS, 3/8" TRUSS ROD 9 GA. TIE WIRE-24" o.c.RAIL END TRUSS ROD) (SAME NOTE AS GALV. PIPE 2 1/2" o.d. TERMINAL POST 1/4"x 3/4" DRAW BAR POST BAND POST CAP 10" 6" 6" 6" 48'' CHAIN LINK FENCE 1/2" = 1'-0"SEA-090-010-010-986 COMPACTED SUB-GRADE. 12" CONCRETE CURB AT PLANTER 1 1/2" = 1'-0"12"CONCRETE CURB WITH TOOLED EDGES, 12" RADIUS. CONCRETE DECK AS OCCURS. PLANTER BACKFILL AS NOTED. NO.3 VERT. REBAR AT 24" O.C. NO.4 HORIZ. REBAR TOP AND BOTTOM. 12" SEA-090-010-010-644 REINFORCED SLAB EDGE CONDITION 3" = 1'-0" 8"X8" EDGE FOOTING, TYPICAL. TOOLED EDGE.1/2" BELOW TOP OF SLAB.6X6/#10-10 WWF REINFORCEMENT. NO. 4 REBAR CONTINUOUS. 4" THICK CONCRETE SLAB OVER 4" SAND BED, TYPICAL.4"8"8" 7 SEA-090-010-010-65 CONCRETE EXPANSION/CONTROL 1 1/2" = 1'-0" CONTROL JOINT EXPANSION JOINT 3/4" DEEP TOOLED JOINT.4" THICK CONCRETE PAVING, REINFORCE AS PER PLANS OR SPECIFICATIONS. TYPICAL 4" THICK SAND BED OVER COMPACTED SUB-GRADE. 1/2 DIA. X 24" SMOOTH STEEL DOWEL W/ SLEEVE AT ONE END, 48" O.C. TWO MIN. PER JOINT. EXPANSION JOINT: 1/2" FELT WITH BREAK AWAY TAB, CAULK WITH GREY SEALANT. TYPICAL 4" THICK SAND BED OVER COMPACTED SUB-GRADE. 8 SEA-090-010-010-66 TYPICAL CONCRETE PAVING JOINT DETAILS 1 1/2" = 1'-0" TOOLED CONTROL JOINT SAWCUT CONTROL JOINT CAULKED CONSTRUCTION JOINT DOWELED CONSTRUCTION JOINT CONCRETE PAVING AT VERTICLE PLANE TYPICAL 14" TOOLED RADIUS EDGE. DEPTH OF CUT TO BE 14 THE DEPTH OF SLAB PLUS 14". MAKE ALL SAW CUTS WITHIN 12 HR. OF CONCRETE POUR. CAULKED JOINT, SEE DETAIL ENLARGEMENT DETAIL. 12" DIA. X 24" SMOOTH STEEL DOWEL WITH SLEEVE AT ONE END, 48" O.C. MAX., TWO MINIMUM PER JOINT. CAULKED JOINT, SEE DETAIL ENLARGEMENT DETAIL. CAULKED JOINT, SEE DETAIL ENLARGEMENT DETAIL. TYPICAL CONCRETE PAVING. CONCRETE CURB, WALL, ETC. TYPICAL CONCRETE PAVING. TYPICAL 14" TOOLED RADIUS EDGE. ENLARGED TYPICAL CAULKED JOINT MASTIC SEALANT, PER SPECIFICATIONS, COLOR TO MATCH ADJACENT PAVING. WIDTH TO DEPTH RATIO OF MASTIC TO BE PER MANUFACTURER'S RECOMMENDATIONS. TYPICAL 14" TOOLED RADIUS EDGE. TYPICAL CONCRETE PAVING. FOAM BACKER ROD. PREMOLDED EXPANSION JOINT FILLER PER SPECIFICATIONS. TYPICAL CONCRETE PAVING.112" DEEP9 SEA-090-010-010-67 FENCE POST WITH 12" CURB NTS 1 2 3 4 5 6 7 8 9 10 4" CONCRETE SIDEWALK PER PLAN1 APHALTIC FELT EXPANSION JOINT2 CONCRETE POST FOOTING, 3500 PSI, 30" DEPTH x 12" SQAURE AT END POSTS 3 TERMINAL POST, 2.5" O.D., BLACK GALVANIZED 4 TYP. LINE POST, 2" O.D., BLACK GALVANIZED 5 CONCRETE CURB, 12" WIDE x 12" DEPTH 6 HORIZONTAL #4 REBAR, TOP AND BOTTOM 7 VERTICAL #3 REBAR, 24" O.C.8 TYP. LINE POST CONCRETE FOOTING, 3500 PSI, 24" DEPTH x 12" SQUARE 9 COMPACTED SUBGRADE10 1 2 3