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Home My WebLink AboutP_Frontage_Improvements_Erosion Control_Paving_Utility PlanSCALE: 1'=20'-0"SITE PLAN10'20'30'0'DDDDDOP OP OP OP OP OP OP OP OP OP OPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPEXISTINGS-ROW 21.4'30' ROW DEMO EXISTING CURBS (EX) PLEXISTING FENCE LINE 3811 NE 21st St. Renton, WA 98056 SCALE: 1'=20'-0"SITE PLAN10'20'30'0'EXISTINGS-ROW 20'30' ROW DEMO EXISTING CURBES (EX) P.L.CL DRIVEWAY PER R1BSTA 1+49.93CL DRIVEWAY PER R1BSTA 0+92.38(NEW) P.L.NEW 5' CONC SIDEWALK (N) ROW STA 0+00 STA 1+00 STA 2+00 MATCH WITH EXISTING WALK WAY AND CURB/GUTTER STA 0+51.12 NEW 14' LANDSCAPINGNEW STREET TREE TYPICAL NEW LANDSCAPING 30'OLD ROW EXISTING WALKWAY EXITING SEWER LINEEXITING GAS LINE 14'-8"DRIVE WAY14'-8"DRIVE WAYAADDDDDOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP OPOPOPOPOPOPOPSTA 2+25.95END CONSTRUCTIONWEST PROPERTY LINE STA 0+63 EAST PROPERTY LINE 53' NEW ROW 30'N ROWNEWS ROW(EXITING)S ROW1.5% 2%2% 4' 30' ROW NEW CURB AND GUTTER NEW 5' CONCRETE SIDEWALK NEW 14' PLANTER 23' 6'-8" ROAD 20'-9" +/- EXISTING LANDSCAPE RELOCATE EXISTING FENCE 53'-0" NEW ROW EXISTING GRADE AT OLD (S) ROWCLEARING LINEEXISTING CBRIM 433.47 CLEARING LINEEXISTING CBRIM 432.60IE(E,W) 428.25 12"IE(SW) 429.8 6"EXISTING CBRIM 431.17IE (E,W) 428.01.3% SLOPE 0.9% SLOPE162.5 LF 12" DRAIN @0.15%14'-8"DRIVE WAY 24'14'-8"DRIVE WAYNEW 14' LANDSCAPING 23'23' NEW ROW NEW CONC CURB & GUTTER26.7018EX LIGHT AND SIGN NEW 23' DEDICATED ROW 34-36' PVMT 18' PVMT CL EX IRON FENCE SHEET 1 OF 1 SHEET `` (SHOWN WITH BUFFER) TYPE PERPENDICULAR B PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE SEE CONTRACT PLANS PERPENDICULAR CURB RAMP 4' - 0" MIN. CEMENT CONCRETE CURB RAMP "TYPE 1.2.3. 4. 5. 6. 7. 8. 9. * SLOPE IN EITHER DIRECTION 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) ** ***9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) 1 CONTRACTION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. At marked crosswalks, the connection between the curb ramp and the road-way must be contained within the width of the crosswalk markings.Where "GRADE BREAK" is called out, the entire length of the grade breakbetween the two adjacent surface planes shall be flush.Do not place Gratings, Junction Boxes, Access Covers, or other appurten-ances on any part of the Curb Ramp or Landing, or in front of the CurbRamp where it connects to the roadway. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. The Bid Item "Cement Concrete Curb Ramp Type __" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. The Curb Ramp length is not required to exceed 15 feet (unless shown otherwise in the Contract Plans). When applying the 15-foot max. length, the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the landing over a horizontal distance of 15 feet. Do not include the abutting landing in the 15-foot max. measurement. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. 1 CEMENT CONCRETESIDEWALK ~ SEE NOTE 5 ** SLOPE TREATMENT ~ SEE STANDARD PLAN F-30.10 PERPENDICULAR "B" PAY LIMIT ~ SEE NOTE 6PERPENDICULAR "A" PAY LIMIT ~ SEE NOTE 6 ** **** 15' - 0" MAX. (TYP.) SEE NOTE 7 *** SEE CONTRACT PLANS ~ 4' - 0" MIN. BUFFER WIDTH ~ MATCH TO CURB RAMP DEPTH (TYP.) PROVIDE SMOOTH TRANSITIONTO SIDEWALK WIDTH (TYP.)DRAWN BY: FERN LIDDELLCOUNTER SLOPE ~ 5.0% MAX. CEMENT CONCRETE PEDESTRIAN CURB ~ SEE NOTE 4 CURB RAMP WIDTH 4' - 0" MIN.LANDING TO MATCH CURB RAMPWIDTH ~ SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 CEMENT CONCRETE PEDESTRIAN CURB ~ SEE NOTE 4 SEE CONTRACT PLANS ~ 4' - 0" MIN. CURB, OR CURB AND GUTTER ~ SEE NOTE 4 TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) ~ SEE CONTRACT PLANS SEE CONTRACT PLANS ~ 4' - 0" MIN. CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCHCURB RAMP WIDTH ~ SEE CONTRACT PLANSSEE CONTRACT PLANS ~4' - 0" MIN. DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER ~ SEE NOTE 4 CURB, OR CURB AND GUTTER ~ SEE NOTE 4 DEPRESSED CURB AND GUTTER ~ SEE NOTE 4 DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER ~ SEE STANDARD PLAN F-10.12 DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 FLARE (TYP.) GRADE BREAK CEMENT CONCRETE CURB AND GUTTER ~ SEE NOTE 4 CEMENT CONCRETE SIDEWALK ~ SEE NOTE 5 4"(TYP.) 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 GRADE BREAK CURB RAMP DEPRESSED CURB AND GUTTER GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK MEASURED PARALLEL TO CURB (TYP.) 3" R. TYP. 2' - 0" MIN. FACE OF CURB CURB RAMPLANDINGLANDING CROSSWALK TOP OF ROADWAY LANDING CROSSWALK CURB RAMP FACE OF CURB DETECTABLE WARNING SURFACE SCALE: 1'=20'-0"SITE PLAN10'20'30'0'3811 NE 21st St. Renton, WA 98056EXISTINGS-ROW 20'30' ROW DEMO EXISTING CURVES (EX) PLEXISTING FENCE LINE (NEW) P.L.CLEARING LIMIT DDDDDOP OP OP OP OP OP OP OP OP OP OPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP 3/17/18 SCALE: 1'=20'-0" SITE PLAN10'20'30'0'EXISTINGS-ROW 20'30' ROW DEMO EXISTING CURBES (EX) P.L.CL DRIVEWAY PER R1BSTA 1+49.93CL DRIVEWAY PER R1BSTA 0+92.38(NEW) P.L.NEW 5' CONC SIDEWALK(N) ROWSTA 0+00 STA 1+00 STA 2+00MATCH WITH EXISTING WALK WAYAND CURB/GUTTERSTA 0+51.12NEW 14' LANDSCAPINGNEW STREET TREE TYPICALNEW LANDSCAPING 30'OLD ROW EXISTING WALKWAY 14'-8"DRIVE WAY14'-8"DRIVE WAYAADDOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP STA 2+25.95END CONSTRUCTIONWEST PROPERTY LINE53' NEW ROWNEW 14' LANDSCAPING 23'23' NEW ROW NEW CONC CURB & GUTTER26.7018EX LIGHT AND SIGN EX IRON FENCE & GATEP.L. = 403.63'P.L. = 76.0'P.L. = 217.5'P.L. = 163.25'PLAYGROUNDPROPOSED NEW WATER LINEFOR HYD AND SPRINKLE SYTEMDEMO EXISTING CURB PN- 0423059307 PN-0423059237EXISTING ASPHALTIMPERVIOUS PAVING 70'-7" ADDITION = 1,750SF FDC EX 8" WATER MAIN