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HomeMy WebLinkAboutR-406910V1 0 11 I 0 Iq I I) Uj PLANTING OR LAWN HEIGHT ABOVE PLANTING VARIES SEE PLANTING DETAILS CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, CLASS A MODERATE SURVIVABILITY, PER NOTE 2 COMPACTED SUITABLE BASE MATERIAL. COMPACTED TO 92%� STANDARD COMPACTION OR AS APPROVED BY THE ENGINEER, OR STRUCTURAL FILL VARIES SEE HARDSCAPE PLANS MINIMUM 8" CROSS SLOPE PER PLAN. CSBC WITH A — LEVEL BOTTOM 1.5% MAX O O O O O O O O O O O O PLANTING OR LAWN WSDOT STANDARD 6" PERVIOUS PLAN F-10. 12-03, CEMENT CEMENT CONCRETE CONCRETE PEDESTRIAN CURB FLUSH WITH PATHWAY, TYP. NOTES: 1. INSPECTION REQUIRED FOR FORMS AND SUB GRADE APPROVAL BEFORE POURING CONCRETE. 2. APPLY SEPARATION GEOTEXTILE ON SIDES. EXTEND GEOTEXTILE ABOVE PERVIOUS CONCRETE SIDEWALK. AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED GRADE HAS BEEN STABILIZED, TRIM SEPARATION GEOTEXTILE TO BOTTOM EDGE OF PATHWAY. 3. REFER TO CITY OF RENTON STANDARD PLAN 102 FOR ADDITIONAL NOTES. 4. PROVIDE FULL DEPTH CONSTRUCTION JOINT MINIMUM EVERY 30—FT, SEE THIS SHEET. 5. PROVIDE PERVIOUS CONCRETE JOINT MINIMUM EVERY 15—FT. SEE LANDSCAPE DWGS FOR DETAIL. 6. SEE LANDSCAPE DWGS FOR LOCATION OF ALL THICKENED EDGES OR THICKENED AREAS FOR FURNISHINGS AND JOINTS. PERVIOUS CONCRETE PATHWAY DETAIL N TS FULL DEPTH CONSTm "� T'^"' COMPACTED BASE MATERIAL JOINT PERVIOUS CEMENT CONCRETE AGGREGATE BASE NOTE: PROVIDE FULL DEPTH CONSTRUCTION JOINT MINIMUM EVERY 30—FT. PERVIOUS CONCRETE FULL DEPTH CONSTRUCTION JOINT N TS BRUCc F WASy ` �� �Q `Q�� CONTRACTOR AS -BUILT CALL 2 BUSINESS DAYS BEFORE YOU DIG Suit Fourth Avenue S. o RECORD DRAWINGS S� Suite A THIS RECORD DRAWING HAS BEE 1 8 0 0 4 2 4- 5 5 5 5 Seattle WA 98134 � W CONTRACTOR. WHILE THIS INFOR ' � �F 32789 �o �� OR VERIFIED FOR COMPLETENES' P: 206.624.1387 S T E9, �� NOT RESPONSIBLE FOR ITS ACCi I ITI1 ITIF� UNDERGROUND I OrATION rFNTFR ENGINEERS, INC - a ;_ N S/0NAL `�� INCORPORATED INTO THE RECOR PLANTING OR LAWN HEIGHT ABOVE PLANTING VARIES SEE PLANTING DETAILS COMPACTED SUITABLE BASE MATERIAL. COMPACTED TO 92% STANDARD COMPACTION OR AS_ APPROVED BY THE ENGINEER, OR STRUCTURAL FILL VARIES SEE HARDSCAPE PLANS PLANTING OR LAWN 4" CSBC _ CROSS SLOPE PER PLAN. 6" CEMENT 1 /2" RADIUS, 1 .5% MAX CONCRETE TYP. d NOTES: 1. REFER TO CITY OF RENTON STANDARD PLAN 102 FOR ADDITIONAL NOTES. 2. SEE LANDSCAPE DWGS FOR EXPANSION JOINT DETAIL, PLANS L-3 AND L-5. 3. PROVIDE COLD JOINT MINIMUM EVERY 20—FT. SEE LANDSCAPE DWGS FOR COLD JOINT DETAIL. 4. SEE LANDSCAPE DWGS FOR SCORE JOINT DETAIL. 5. SEE LANDSCAPE DWGS FOR CONCRETE FINISH DETAIL. 6. SEE LANDSCAPE DWGS FOR LOCATION OF ALL THICKENED EDGES OR THICKENED AREAS FOR FURNISHINGS AND JOINTS. CONCRETE PATHWAY / SIDEWALK DETAIL N TS NEW DEPRESSED CURB AND GUTTER WIDTH TO MATCH NEW PATHWAY d 00000 000000 0 000� 0 0 0 0 000 0 o� N ~ D D co �00� �OOOOOO 0 0 0 OOOOOc� 00000C� 000000 O O 0 O O O d d. a a d 1 I W cL d d ° p ° LLJ n Od d' p WIDTH PER PLAN TYPICAL DETECTABLE WARNING SURFACE PLACEMENT AND GRADING DETAIL N TS NEW CURB AND GUTTER, TYP. MATCH ADJACENT EXISTING SECTION BACK OF DEPRESSED CURB CONDITION VARIES, SEE DEMO PLAN DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01 PAVING PER PLANS NOTE: NEW CURB AND GUTTER SECTION ONLY APPLY AT NEW PATHWAY LOCATIONS ON SUNSET LANE NE AS NOTED ON THE DEMO PLAN. R-406910 m 0) 00 Chi 0 O 0) �1