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HomeMy WebLinkAboutR-429334A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. rn N O W F. G. SPECIFIED DEPTH OF MULCH SPECIFIED DEPTH OF TOPSOIL 11 FENCE POST 1' WIDTH CONCRETE MOW STRIP CENTERED ON FENCE POSTS. PROVIDE EXPANSION JOINTS EVERY 12-15' F. G. - SPECIFIED SOD LAWN SPECIFIED DEPTH OF TOPSOIL I � I HOLD TOP OF FOOTING OW FINISH GRADE 1 FOOTING SECTION VIEW NOTES: 1. PROVIDE MOW STRIPS AT FENCE LINES IN LAWN AREAS AND WHERE SHOWN ON SITE PLANS. MOW STRIP AT FENCE 3/4" = 1'-0" GALVANIZED STEEL HANDRAIL, 1.66" OUTSIDE DIA. SCH. 40 PIPE ALL HANDRAILS SHALL BE SHOP GALVANIZED, NO COLD GALVANIZING SPRAY PERMITTED - SEE SPECIFICATIONS. AT EACH NOSING PROVIDE 1 /2" EDGE RADIUS AND (4) SAFETY GROOVES TO BE 3/4" APART AND 1/4" DEEP TOOLED IN PARALLEL WITH SAFETY STEP EDGER TOOL GRAVEL PAVING W/ BINDER (6" MIN. COMPACTED DEPTH), GALVANIZED STEEL HANDRAIL, SEE SPECS. MATCH STAIR HANDRAIL. FILTER FABRIC, MIRAFI 140N MEET AND MATCH _ EXPANSION JOINT EXISTING GRADES AT N CONCRETE PAVING WITH REFER TO RAMP PROFILES EXISTING PLANTING AREA THICKENED EDGE AND SITE PLAN FOR COMPACTED SUBGRADE ADJACENT CONDITION 3ff TO 95� FLUSH 2% SLOPE _ HANDRAIL SLEEVE INSERT14 I- ° -1 I I -III- I -III - III -III ; III -I 11=1 I I -III -III -III -I a a " _ I III —III— — —III—I I �—III—III—I I u° IIIII „III_ 4 EXISTING SUBGRADE, COMPACT TO 4, 4:4. °d_ 95% BENEATH CRUSHED ROCK ° d° d III 1 1 11_1011 a::8.. ...... PLAY AREA PAVING SEE PLAN NOTE: PROVIDE SHOP DRAWINGS FOR ALL HANDRAILS. CONCRETE RAMP & HANDRAIL P-CA-00 \ L J 1" = 1'-0" I I 12" TREAD YP 1'-0" o I - J Q 1„ N 1 /2"R TYP. o J Q Q /.. O CD p' .. y� _ • 0 j7A� e .. % / d' f� d 00 Oaa .nn 7 �0v, �a #4 BAR NOSING (TYP.) 2 CLEAR •° • •a . I #4 BAR @ 24" O.C. EACH WAY a..• a (2" CLEAR MIN.) TIED TO CHEEK WALL MITER CONNECTION TYP. _J a_ 5" ry o1 0 I N W0 I- 0 •� 00 1/2"x16" SMOOTH STEEL DOWEL © 24" O.C. AT TOP AND BOTTOM OF STAIRS, GREASE ON END, TYP. EXPANSION JOINT, TYP. AT WALL AND SLAB JOINTS HANDRAIL SLEEVE INSERT +/- 2" DIA., GROUT IN PLACE W/ WATERPROOF NON -SHRINK GROUT. SLEEVE DEPTH 6" '�— °" NOTES: 1. SEE LANDSCAPE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS. 1'-3" 2. TOP AND BOTTOM OF POSTS MUST ALWAYS EXTEND BEYOND TOP AND BOTTOM OF RISERS AS SHOWN ON THIS DETAIL. 3. PROVIDE INTERMEDIATE POSTS AS SHOWN ON STAIR PROFILES. TYPICAL SECTION 4. PROVIDE LIGHT BROOM FINISH ON ALL STAIR TREADS. 7. PROVIDE SHOP DRAWINGS OF STEEL HANRAILS FOR APPROVAL. 8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE STAIRS 3/4" = 1'-0" 'I III" III ELEVATION HANDRAIL LOCATIONS AS SHOWN ON PLAN HANDRAIL SLEEVE INSERT III II' COMPACT SUBGRADE TO 95% P-CA-03 P-CA-25 GRAVEL PAVING AT EDGE OF PLAY AREA 3/4' = 1'-0" 4'-0" ff INU I CU DCLUVV P-CA-22 LATCH POST TRUSS ROD W/ TURNBUCKLE CHAIN LINK FABRIC AND TIES FULCRUM STYLE LATCHES AT ALL GATES. GATE FORK LATCH FOR HEAVY DUTY PADLOCK STRETCHER BAR -TYP. 4 SIDES 2" CLEAR FROM FIN. GRADE 1-5/8" SCH. 40 FRAME, ALL JOINTS WELDED TO MAKE SOLID FRAME FINISH GRADE HOLD TOP OF FOOTING 6" BELOW FINISH GRADE -TYP. NOTES: 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS. 2. ALL GATES TO BE INSTALLED PLUMB, AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES. 3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL. 4. ALL COMPONENTS SHALL BE GALVANIZED STEEL. 5. ADJUST HARDWARE FOR SMOOTH OPERATION. 6. ALL MESH OPENING TO BE 2". 7. GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT. 8' HT. GATE 1/2" = 1'-0" RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: DESIGNED: DRAWN: EB/AM ONE INCH CHECKED: AT FULL SCALE N IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: AR SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M P-CA-38 ® C TY OF RENTON Planning/Building/Public Works Dept. fora 1430 NE 65th Street Seattle, WA 98115 t:206-322-1732 fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS SITE DETAILS DATE: 04/19/24 PAGE: DRAWING NO: L4.05 SHEET: 28 OF: 4 0 R-429334 0 Nt O O N , u