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HomeMy WebLinkAbout5075-31/2" RADIUS (TYPICAL) It'll 1111 11111 VARIES—SEE PLAN DECORATIVE SAWCUT SAWCUT CONTROL 11521NI JOINT EXPANSION JOINT AT VERTICAL SURFACE TREAD WIDTH VARIES SEE GRADING PLAN • FINISH GRADE O SUBBASE PER SOILS REPORT 0 BASE MATERIAL & DEPTH PER SOILS REPORT ® STEEL REINFORCING PER SOILS REPORT. IF NONE IS INDICATED THEN INSTALL #3 REBAR � 18" O.C. (BOTHWAYS) (OMIT IN AREAS UNDER 4' WIDE) ()CONCRETE SCORE JOINTS "DECORATIVE BANDS" SEE PLAN FOR WIDTH & LOCATION ®CONCRETE PAVING TEXTURE TO BE MEDIUM BROOM FINISH UNLESS OTHERWISE INDICATED ON PLAN ®DEEPENED FOOTING, AS REQUIRED SAWCUT EXPANSION JOINT O1 CONCRETE PAVING FOR COLOR AND FINISH, SEE CONSTRUCTION LEGEND ON SHEET L1 O Y4" EXPANSION MATERIAL O %" EXPANSION MATERIAL ®BACKER ROD AND "TRAFFIC CAULK" JOINT SEALANT TO MATCH CONCRETE COLOR. APPLY SAND FINISH TO CAULK SURFACE AFTER APPLICATION 0 a" DIA. X 24" LONG SMOOTH STEEL DOWEL 0 18" O.C. FOR PEDESTRIAN. USE "SPEED DOWEL" BY AZTEC CONCRETE ACCESSORIES O REINFORCING PERT:::. STRUCTURAL ENG. 1/2" EXP. JT. O CONCRETE STAIRS — SEE DETAIL 3 , SHEET L2 O2 1 1/2" 1.0. GALV. TUBULAR STEEL HANDRAIL & POST ® CONCRETE FOOTING TOP OF FOOTING TO BE CONICAL SHAPED TO CAUSE WATER TO DRAIN AWAY FROM POST 0 CENTER 0 2" DIA. TUBULAR STEEL SLEEVE — FILL WITH POR—ROCK AFTER SETTING HANDRAIL O HANDRAIL EXTENSION AT TOP & BOTTOM—MUST BE PARALLEL TO DIRECTION OF STAIRWAY 3" RAD. 0 CORNERS (TYP.) O HOT DIP GALVANIZE FENCE POST IN FOOTING TO +12" ABOVE FIN. GRADE OR FIN. SURFACE Q6» WIDE x 6" HIGH CONCRETE CURB BEHIND STEPS. PROVIDE X2"R. 0 ALL EDGES 01/2" /2" THIOKOL EXP. JT. (TVP.) 09" LONG #3 REBAR DOWEL 012" O.C. 0 #3 REBAR 0 12" O.C. BOTH WAYS NOTE: PROVIDE MED. BROOM PER SOILS REPORT BEHAIND SEE DETAIL 4, 2" WIDE "SUP RESISTANT" STRIPING ® 1" BEHIND STEP PER A.D.A. CODES. FINISH FOR ALL STEP TREADS METAL NOTES: ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM (COLOR PER OWNER). HANDRAIL NOTES: SLOPE TOP OF HANDRAIL PARALLEL TO FINISH SURFACE CONCRETE PAVING CONCRETE PAVING JOINTS HANDRAIL 0 8"x4"x16" SPUTFACE CAP BLOCK BOTH SIDES, COLOR TO BE 'HARVEST' BY ANGELUS BLOCK, GROUTED SOUD 0 6"x8"x16" SPUTFACE BLOCK (1) SIDE; COLOR TO BE 'SANDSTONE' BY ANGELUS BLOCK. ® COMMUNITY THEME PILASTER *6"x8"x16" SPLITFACE BLOCK; COLOR TO BE 'SANDSTONE' * 19X2"x4"x 19X2"PRECISION BEVELED CAP BY ANGELUS BLOCK; COLOR TO BE 'HARVEST' 4O SCE EASEMENT PROPERTY UNE WALL NOTES: LOCATION OF WALL IS PER CML ENGINEER'S PLANS APPLY VITROCEM ANTI—GRAFFITI COATING ON ALL WALLS FACING PARK OR SCE EASEMENT PER MFG. SPECS. NOTE: CONTRACTOR TO PROVIDE A KNOX BOX AT EACH GATE LOCATE BOX NEXT TO GATE ATTACHED TO W.I. FENCE. NOTE: ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM. COLOR TO MATCH ADJOINING FENCE O 2" SQ. 12 GA. TUBULAR STEEL GATE FRAME O2 TUBULAR STEEL FENCE OR STUCCO WALL; SEE PLAN FOR LOCATION. • HEAVY—DUTY SELF—CLOSING © HINGES (2 TOTAL) O4 5/8" SQ., 16 GA. W.I. PICKET 0 4" O.C. (TVP.) OS 3" SQ. 12 GA. TUBULAR Q STEEL FENCE POST 0 SOUD 12 GA. KICK PLATE WELD TO BOTH SIDES OF FRAME © ® 2" SQ. 12 GA. TUBULAR STEEL TOP, BOTTOM & MI DRAIL OS CONCRETE FOOTING (TYP.) O9 KEYED LOCK 0 BOTH SIDES Q WITH LEVER TYPE HARDWARE WITH A MAXIMUM OPERATING EFFORT OF 8.5 LBS. — Q (DOUBLE CYLINDER) 11 10 1/2" CONDUIT TO ELECT. STRIKE BOX AND ELECT. LOCK, 1" CONDUIT TO PANEL. CONDUIT TO BE IN PLACE PRIOR TO CONCRETE PLACEMENT. ("KEY FOB" SYSTEM BY OTHERS) 11 HOT DIP GALVANIZED FENCE POST IN FOOTING TO +12" ABOVE FIN. GRADE OR FIN. SURFACE cc w >-zCC ed 5 LLJ �wQ PERIMETER WALL & PILASTER 1 1' c_ 9' or 13'-6" 24" 4, (S E PLAN VIEWS_) I I I _L 24" R Call Underground Service Alert at least 2 days before you dig Know what's below. Call before you dig. lull 47.1- 2 -t - 4" SQUARE TUBULAR STEEL POST O 4"X8" TUBULAR STEEL BEAMS WITH DECORATIVE ENDS AS SHOWN 0 2"X4" TUBULAR STEEL LATTICE 0 12" 0.C. ® CONCRETE PAVING SEE DETAIL 1, SHEET L-2 METAL NOTES: ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM (COLOR TO BE 'BROWN'). ALL TUBULAR STEEL ENDS ARE TO BE SEALED um -- 11111 1" " 2 12'-6" 24" —i x 3J tV x. SECTION TRELLIS #3 - PLAN VIEW TUBULAR STEEL GATE r 24" 1 (V c.3-1 c) c.-1 \ —1 CV \ x 17'-6" 1 1 SECTION TRELLIS #2 -PLAN VIEW 4) 1 1 ( ) 2 U La 1— N a 03CV m cr) 1111'=111111. ;. 0111111111111111111111.....11P POURED—IN—PLACE RUBBER 14 SURFACE. INSTALL PER MFG. SPECIFICATIONS. FINISH SURFACE OF PLAYSAFE TO BE FLUSH WITH FINISH SURFACE OF ADJOINING CONCRETE PAVING. SUBBASE PER SOILS REPORT BASE MATERIAL & DEPTH PER SOILS REPORT STEEL REINFORCING PER SOILS REPORT.F NONE IS INDICATED THEN INSTALL #3 EBAR 18' 0.C. (BOTHWAYS) CIIIIII- 2" 0 12"x12" CONCRETE COLLAR W/ 1/2" R EDGES. CONCRETE FINISH TO MATCH ADJACENT CONCRETE PLAY AREA SUBBASE PER MFG. SPECIFICATIONS FINISH GRADE OR CONCRETE PAVING— SEE DETAIL 1, SHEET L-2 (2) #3 REBAR (CONTINUOUS) PLAY AREA EDGE (SECTION) cn N ) SEE SHEET S-1 FOR STRUCTURAL ENGINEERING INFORMATION) 4) 24" 13'-6" ) ) TRELLIS 1 SECTION - PLAN VIEW NOTE: WALLS, FENCES & STRUCTURES SHALL BE PERMITTED BY BUILDING & SAFETY DEPARTMENT CITY OF FONTANA LANDSCAPE PLANS AS SHOWN DATE' TRELLIS CITY E'ER R.C.E. 51152 EXP. DATE 17 S I T e$ C A P e S Landscape Architecture and Planning 3190-82 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX NO. REVISION 6-4-14 REVISE TOT LOT EQUIP.. TRELLIS AND BENCH NODE 0 A 0 PROJECT 1156 N. Mountain Avenue Upland, California 91786 (909) 985-0971 CONSTRUCTION DETAILS - LSPC 13 -000021 DATE 5-19-14 JOB# 10-031 L2 of 17