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HomeMy WebLinkAboutR-407305C'M ti O O LIJ I- X LU n U) 0 J J Q U ROW CENTERLINE NE 20TH ST ROW 30' 1 3' 8' 5' 3.5' VARIES VARIES 1'-3' 10'-12' VERTICAL SAWCUT PLANTER STRIP 0.5' SIDEWALK 1.5% —� EXISTING GROUND 2" GRIND & OVERLAY - 4" CRUSHED SURFACING 4" HMA CL %" PG 64-22 TOP COURSE (CSTC) 4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACE PER COR STD. PLAN 102 TOP COURSE (CSTC) 12" TOP SOIL TYPE A CEMENT CONCRETE TRAFFIC CURB & GUTTER 2" BARK OR WOOD CHIP MULCH PER COR STD. PLAN 101 NE 20TH ST - TYPICAL SECTION SCALE: NONE NOTES: 1. MINIMUM SIX (6) FOOT HIGH TEMPORARY CHAINLINK FENCE SHALL BE PLACED AT THE FROM TREE DRIPLINE OR DESIGNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRLE TREE. INSTALL FENCE POSTS USING PER BLOCK ONLY. MODIFICATIONS TO FENCING MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF EXPOSED ROOTS DURING CONSTRUCTION FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION. MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARY COVERED WITH DAMP BURLAP TO LO PREVENT DRYING AND COVERED WITH SOIL AS SOON AS POSSIBLE. Uj 3. NO STOCKPILING OF MATERIALS. VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE W FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK WITHIN THE PROTECTION = FENCE SHALL BE DONE MANUALLY UNDER THE SUPERVISION OF AN ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. () 4. ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH 0 PRIOR TO INSTALLATION OF THE PROTECTION FENCING. 6 J A z THIS PATTERN AREA SHALL RAMP o BE YELLOW IN COLOR B CEMENT CONCRETE WALKWAY RAMP FG=395.96 8' C C O RAMP Q ' ' I co 3/8" EXPANSION JOINT ,l 2' -4 - 4no 0 CN CD I CEMENT CONC. WALKWAY FG=395.40 Cn 0 7% i o A o PLAN w i II Q j 7% D ELEVATION FG=395.47 FG=396.03 DETECTABLE WARNING TRUNCATED DOMES CEMENT PATTERN (SEE DETAIL) DETECTABLE WARNING CONCRETE CURB ASPHALT AREANo PATTERN DETAIL & GUTTER PLAN VIEW 3/8" EXPANSION JOINT WALKWAY RAMP 6'-0" 0 z PLAN CEMENT RAMP 2 -0 _ 1: CONCRETE WALKWAY 0 0 DETECTABLE WARNING SINGLE DIRECTION CURB RAMP DETAIL PATTERN (SEE DETAIL) SCALE: NONE SECTION OA JOB NO. 0 C'-' ��F AS,Ar R19020 Ln �o Land Planning Civil Engineering I �J 0 5130 South 166th Lane 4281515 Zo SeaTac, WA 98188 �SSIONAL E��l Q T (206) 229-6422 Dripline _6 Ft. Temporary �/% f •'�Chain Link Fence Criticalt Root Zone ROOTS TRESSPASSING One sign per 50 feet (minimum of 2 signs) PROTECTED NO Ft. TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD ,1 �1 1, 0 © 1 1 1 1 LANDING Q NO. REVISION DRYWELL FILLED WITH 1 1/2" -3" WASHED ROCK CATCH BASIN (YARD DRAIN) HOUSE F ------------ FLOW � I O ROOF L----------J PLAN 4, SCALE: NONE MARK CENTER OF DRYWELL WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE HOUSE TOPSOIL z (I r) FLOW O QUO oO�Q 5' MIN. FINE MESH SCREEN CATCH BAE IN (YARD DRAIN) �C 1 1/2" - 3" �O OC WASHED ROCK 6" MIN. DIA. PIPE O SIDES OF DRYWELL OGoUo oUoO�D LINED WITH FILTER FABRIC 15' MIN. MIN. V ABOVE SEASONAL HIGH GROUNDWATER ELEVATION AND HYDRAULICALLY -RESTRICTIVE MATERIAL PROFILE SCALE: NONE FOOTING DRYWELL DETAIL SCALE: NONE SURVEYED: SCALE: NA DESIGNED: H. H. PHAN DRAWN: H. H. PHAN ONEINCI CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: BY DATE APPR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ROOF HOUSE NO TRESPASSING -PROTECTED TREE KEEP OUT TREE ENCLOSED BY THIS FENCE ARE TO BE RETAINED & PROTECTED ANY INCURSION INTO THIS PROTECTED AREA MUST BE APPROVED BY A PROJECT ARBORIST TREE PROTECTION PLACARD DETAIL SCALE: NONE DRYWELL FILLED WITH 1 1/2" -3" WASHED ROCK CATCH BASIN (YARD DRAIN) DOWNSPOUT F FLOW O80 I L----------J PLAN 8' SCALE: NONE MARK CENTER OF DRYWELL DOWNSPOUT WITH 1" CAPPED PVC OR OTHER MEANS - OVERFLOW FLUSH WITH SURFACE SPLASH BLOCK TOPSOIL z FLOW 5' M I N. FINE MESH SCREEN CATCH BAE IN (YARD DRAIN) QC 1 1/2" - 3" �O OC WASHED ROCK 6" MIN. DIA. PIPE O SIDES OF DRYWELL OG�Uo UQ_ LINED WITH FILTER FABRIC 15' MIN. MIN. V ABOVE SEASONAL HIGH GROUNDWATER ELEVATION AND HYDRAULICALLY -RESTRICTIVE MATERIAL PROFILE SCALE: NONE ROOF DRYWELL DETAIL SCALE: NONE R-407305 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N M N O W Q J LO N O O O� Tdo 7 X W CALLIDUS DUPLEX DATE: 4-15-2021 L.L 3119 NE 20TH ST FIELDBOOK: 0 • PAGE: CITY OF RENTON, WA 98056 cn RENTON DRAWING NO: C4 Planning/Building/Public Works Dept. J SHEET: OF: J SECTIONS AND DETAILS 5 12