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HomeMy WebLinkAboutR-4110362Q LJ LJ V oryti SC 53 EXP. 4V\" ' PE' E ARG STAINLESS STEEL HANDRAIL, 1-1/2" DIA. SCH. 40 PIPE. PROIVIDE 240 3-1/2" R GRIT DULL SATIN FINISH. TYP. I CHEEK WALL AS SHOWN ON PLANS HANDRAIL LOCATIONS AND PROFILES AS SHOWN ON PLAN HANDRAIL SLEEVE INSERT Q 3" CLEAR TO ADJACENT I +/— 2 DIA., GROUT IN � CONDITION PLACE W/ WATERPROOF - AT EACH NOSING PROVIDE 1 /2" EDGE Q 5 o EASE OUTER EDGE RADIUS AND (4) SAFETY GROOVES TO w — 12" NON —SHRINK GROUT. BE 3L4" APART AND 1 /4" DEEP � TREAD 1' SLEEVE DEPTH 6" TOOLEED IN PARALLEL WITH SAFETY 1i —TYP. `V 0 8" STEP EDGER TOOL o o EXPANSION JOINT, O TYP. AT WALL AND ~ CHEEK WALL WHERE 0 00 SLAB JOINTS NOTED ON PLANS Io 1 N 1 /2,1 °.. °. Y4 R TYP. o . oc ° . J Q w ° 8A. _ HANDRAIL SLEEVE INSERT v, o - ° °� � ° �:. O 5" o �:.. °� �; 1 /2"x16" SMOOTH STEEL o S-1 4 e ° ° d d Z DOWEL © 24 O.C. AT TOP w TYP. a AND BOTTOM OF STAIRS, 0 ✓ °: N a a / < GREASE ON END, TYP... CII J _5� < #4 BAR NOSING (TYP.) 2" CLEAR I n / ° ° #4 BAR Cc? 24" O.C. EACH WAY o� w (2" CLEAR MIN.) TIED TO CHEEK WALL _ CHEEK WALL BEYOND MIN. 2 DEPTH d NOTES: _ #4 REBAR @ 18" O.C. EACH ° 1. SEE LANDSCAPE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS. WAY IN CHEEK WALL (TYP.) 01 1, 3" 2• TOP AND BOTTOM OF POSTS MUST ALWAYS EXTEND BEYOND TOP AND BOTTOM OF RISERS AS SHOWN ON THIS DETAIL. COORD. STEEL W/ HANDRAIL 3. PROVIDE INTERMEDIATE POSTS AS SHOWN ON STAIR PROFILES. SLEEVE LOCATIONS SECTION 4. ADJUST DIMENSIONS WHERE SHOWN ON STAIR PROFILES. ELEVATION COMPACT SUBGRADE TO 95% 5. PROVIDE LIGHT BROOM FINISH ON ALL STAIR TREADS. 6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. \� CONCRETE STAIRS & HANDRAILS 3-1/2" DIA. SCH. 40 STEEL PIPE FULLY WELDED AND GROUND SMOOTH LVVI--IL I LI\ I II\L IIVJI LV I VI\. 5. PROVIDE REFLECTIVE STICKERS ON ALL VERTICAL AND HORIZONTAL GATE MEMBERS, BOTH FRONT AND BACK SIDES. 6. PROVIDE HOLD OPENS AS SHOWN ON PLAN AND PER DETAIL E/L400. n4 1 nll Scale: 3/411= V-0" 4" REFLECTIVE TAPE, TYP, SEE GATE SUPPORT DETAIL 1.5"x6"x1 /4" STEEL PLATE TO LOCK GATE. PLATE TO HAVE (2) 1 /2" DRILLED HOLES FOR LOCKS. 18" CHAIN WELDED TO GATE, TYP. LOCKS PROVIDED BY OTHERS. VEHICULAR PIPE GATE 1.5" DECORATIVE BOLLARD, SEE SPECS 2'-0" DIA. CONCRETE - FOOTING, LIGHT BROOM FINISH ADJACENT PAVING, SEE CIVIL a FLUSH FLUSH c0 aa. a as aa a a a s 4 III III III III III- DECORATIVE BOLLARD - 2'-0" DIA. - 4"X8" CONCRE UNIT PAVER, S SPECIFICATIO 8"X8" CONCR UNIT PAVER, SPECIFICATI( TYPICAL PAVING PATTERN JOINT FILL, SEE SPECS. CONCRETE PERMEABLE CONCRETE PAVING FLUSH PAVERS, SEE SPEC \ 2" BSDDIN COURSE, TYP. ADJACENT PAVING, SEE CIVIL 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0o 0 0 0 0o O oo O o0 O oo O o0 O oo O o0 O 4" AGGREGATE SUBBASE COURSE, SEE NOTES I I L Ia COMPACT SUBGRADE 95%, III SLOPE SUBGRADE TO FOLLOW 4" PERF. PIPE, SEE CIVIL FINISH GRADE AND DRAIN TOWARD PERF. PIPE, SEE CIVIL DRAINAGE PEA GRAVEL NOTES: 1. SEE PLANS FOR PERMEABLE CONCRETE PAVER LOCATIONS AND PAVEMENT SLOPES. 2. SEE SPEC. FOR ADDITIONAL INFORMATION ON CONCRETE PAVERS AND AGGREGATE COURSES. 3. AGGREGATE SUBBASE SHALL BE CLEAN, CRUSHED GRAVEL OR CRUSHED ROCK — TYPE 22 OR 24. 4. THE LEVELING COURSE SHALL BE A FREE DRAINING AGGREGATE AND SHALL NOT RESITCT THE INFILTRATION RATE THROUGH THE SYSTEM. FRACTURED JOINTING SAND IS NOT ALLOWED. 5. INSTALL PAVERS AND BASE COURSES PER MANUFACTURERS RECOMMENDATIONS. PERMEABLE CONCRETE PAVERS Scale: 1 "=1'-0" Scale: 3/411=1'-0" HOLD TOP OF PLANTING SOIL 1" BELOW EDGE OF PLANTER AND MOUND 3" IN CENTER AS SHOWN GALVANIZED PLANTER, SEE SPECS 4" DEPTH WASHED DRAIN ROCK FILL PLANTER WITH CEDAR GROVE VEGETABLE GARDEN MIX I PROVIDE 1 /2" DRAIN I HOLES AT 12" O.C. FILTER FABRIC I G PERMEABLE CONCRETE L400 PAVERS I 3� O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 00 O o0 O o0 O o0 O o0 O oo O o0 O o0 O o0 O o0 O o0 O o0 O o0 O 00 O 00 O 00 0 0 0 0 0qpp 0 0 0 0 0 00 0 III III -III III III GALVANIZED RAISED PLANTER 1 /4" GALV. STEEL PLATE END CAP, FULLY WELD TO PIPE PROVIDE GREASE FITTINGS AT TOP AND SIDES OF POST TEFLON DISC GATE FRAME 6-1/2" DIA. x 3/8" STEEL OUTER PIPE 5-1/2" DIA. x 1 /4" DOUBLE STRONG STEEL INNER PIPE d: ° ad ° ° C FINISH GRADE #4 U SHAPED BARS # 3 U SHAPED BARS I ° 7— °d a <.�.. .. °�.: MIN. 3" 41i -p CLEAR ° dl < . ° e °...1. . . o� —p NOTES: ° 1. ALL STEEL PIPE TO BE GALVANIZED AFTER 4. a ` FABRICATION. 2. PROVIDE RUBBER SEAL AT BOTTOM OF OUTER PIPE. 3'-0" 3. GRIND WELD AT INNER PIPE SMOOTH AND PROVIDE ROUND FLUSH WITH FACE OF INNER PIPE. FOOTING AS SHOWN 4. PROVIDE TEFLON DISC AT TOP OF GATE ON PLAN SUPPORT POST. 12" O.C. PLANTING AREA, SEE PLANTING ANCHOR SPIKES, GALVANIZED PLANS STEEL, 16" LONG, 12" O.C., PAINT BLACK, SET TOP OF SPIKE 1 BELOW FINISH GRADE o IIII° FLUSH TYP Scale: 1 1 /211=1'-0" Scale: 1 /211=1'-0" COL —MET 3/6" METAL EDGE, ITEM #:1007-6, COLOR: BLACK www.colmet.com 16" STAKES PERMEABLE CONCRETE G PAVERS 400 \\\\\\\\\\\\\\\ = IIII III -II II "' ill III III NOTE: 1. INSTALL STEEL EDGING PER MANUFACTURERS RECOMMENDATIONS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STEEL EDGING AT CONCRETE PAVERS Scale: 3/411=1'-0" WALL, SEE ARCH EXPANSION JOINT C.I.P. CONCRETE STRIP Y4" RADIUS, TYP. FINISH GRADE 1/2" BELOW TOP OF CONCRETE, TYP. 2% SLOPE 4" DEPTH a ROCK BASE COURSE o 0 0 0 0 0 0 0 xxxx COMPACT SUBGRADE /\xj� BENEATH CONCRETE l� TO 95% TYP. FOOTING, SEE STRUCTURAL 2'-0„ MOW STRIP AT BUILDING NOTE: PROVIDE EXPANSION JOINTS AT 20' O.C. AND AT ALL DOWNSPOUTS CONCRETE MAINTENANCE STRIP 4/2 HOLE IN FLANGE TO ACCEPT 1.5"x1 /4" STEEL PLATE 1 /2" STEEL PLATE, FULLY WELD TO PIPE 4-1/2" DIA. x 1 /4" GALV. STEEL PIPE FINISH GRADE NOTE: 1. ALL STEEL COMPONENTS TO BE 1'-0" GALVANIZED AFTER FABRICATION VEHICULAR PIPE GATE HOLD OPEN POST Scale: 1 1 /211=1'-0" Scale: 3/411=1'-0" COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W 0 W 0 LL Z O U N N O N V I C) \M C) PROJECT NUMBER: 16-0996 PROJECT MANAGER: NH DRAWN BY: CR REVISIONS: NO. DESCRIPTION DATE WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST 206-322-1732 CONSULTANT SEATILE WA 98112 WWW.WDGINC.COM ARCHITECTS boy I C% 10801 Main Street, #110 1 Bellevue, WA 98004 (425) 454 0566 I BaylisArchitects.com LANDSCAPE DETAILS n 0 N O N O L400