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HomeMy WebLinkAboutR-4192135N O O 0 W H GALV. STEEL HANDRAIL SEE PLANS- 1.66" O.D. SCH. 40 PIPE. oz z az a wwu o ��z HANDRAIL SLEEVE INSERT u,aES +/-2" DIA., GROUT IN 6" 6" '"wa< PLACE W/ WATERPROOF ¢ M 0 NON -SHRINK GROUT. >¢ CONCRETE PAVING SLEEVE DEPTH 6" ° �Y CONCRETE CURB j • W/#4 REBAR 0 24" r '•, O.C. EACH WAY. I� •a. III REFER TO SITE _ PLAN, AND CIVIL GRADING FOR III— _ III LOCATION AND HEIGHT. RAMP CROSS SECTION GALV. STEEL HANDRAIL 1.66" O.D. SCH. 40 PIPE. 3" FACE OF BUILDING, SEE ARCH EXPANSION JOINT, •� TYP. AT FACE OF WALL ��. COMPACT SUBGRADE ,i TO 95% ACCESSIBLE RAMP 3/4" = i'-9" P-REi-15 \N,� 3/6" = V-e" -Y4" CHAMFER TYP. OUTSIDE EDGES CIP CONCRETE CURB WALL W/ SMOOTH SACKED FINISH EXPANSION JOINT FINISHED GRADE OF PAVING LAWN SEED PER a SPECIFICATIONS FLUSH CURB SEE CIVIL GEOBLOCK®5150 POROUS PAVEMENT SYSTEM, RUNNING BOND PATTERN PAVING MATERIAL - := CONFIGURATION. INSTALL PER VARIES, SEE PLANT Apo 0000° 'off'' MANUFACTURER'S RECOMMENDATION. 080 moo° °0O�o PROVIDE TOPSOIL AND HYDROSEEDING PERR SPECIFICATIONS — ° a Zj���jj/\\ III III III— COMPACTED CRUSHED BASE MATERIAL PER MANUFACTURER'S - RECOMMENDATIONS, MIN. 8" DEPTH. COMPACT SUED POROUS GRASS PAVEMENT SYSTEM TO 95% CONCRETE CURB WALL 3/4•• = V-0" P-REi-18 `� 1" = 1'-0" }WEISMANDESIGNGROUP y=peasm=�= E SbkTREWASMOIN13 20fi 33WOGINCI.pA 9yQ'16 \,�'� exv e�+ate PN ace Aao w a CURB WALL ADJACENT CONDITION REFER TO SITE PLAN #4 BAR ® 12" O.C. EACH WAY FENCE, SEE PLAN FOR - LOCATION. SEE DETAIL 1, SHEET L4.0 'X" CHAMFER TYP. OUTSIDE EDGES EXPANSION JOINT PAVING MATERIAL VARIES, SEE PLAN FINISHED GRADE OF \ PAVING EQ. CIP CONCRETE CURB WALL W/ SMOOTH SACKED FINISH #4 BAR 0 12" O.C. EACH WAY w K o a�z 3"MIN. < om� ✓+ III— CLEAR i —w m I 11 I I- #4 BAR 012" O.C. a I I —I '�.J�r I I- EACH WAY TOP AND .. BOTTOM OF FOOTING 7. o f t� �p IIII IIII ��� —1 I —I'2' III —I 11- CURB WALL WITH FENCE OR GUARDRAIL ADJACENT CONDITION REFER TO SITE PLAN #4 BAR 0 12" O.C. EACH WAY TOP AND BOTTOM OF FOOTING CITY OF KC_ VPNEIMOH RENTON ""FOTy Planning/Building/Public Works Dept. F N(YF ONE MEN REVISION BY DATE APPR AP �"""Fp1�1NpL DATUM P-RE1-16 P-RE1-19 R-4192134 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 DETAILS 94 0 WO W N V O O N r z w m Came U 04 MAR 2022 O H o L4.3 �mEnNoc d .x7