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HomeMy WebLinkAboutR-393425TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. ROW co M CM 0 W I- W W Q VJ` N Z rW V J d / O N S Z � W /Pq �J � W Q � CD W CD 0 J /Q J Q CD / U U ru O A L av / DO �� - CD v Cu a Q \ U w cU CPIu OR 5" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION s #3 BAR EACH CORNEF #3 BAR EACH SIDE f!Y PAD Far:4 PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance With Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ~� + � � PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 ,A DEPARTMENT MARCH 2O08 LANDING GRADE BREAK SEE CONTRACT PLANS -" 4'- W MIN. CEMENT CONCRETE SIDEWALK -- SEE NOTE 5 FLARE (TYP.) i 3/8" EXPANSION JOINT (TYP.) -SEE STANDARD PLAJN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER " SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE NOTE 4 (\ FACE OF CURB SEE STANDARD PLAN F-45.10 FACE OF CURB MEASURED PARALLEL _ DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE SLOPE TREATMENT SEE STANDARD PLAN F-30.10 A CURB RAMP WIDTH N - W MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - * 4'- 0" MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I v, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - E EEici:c SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - a CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) io HANDHOLD N RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP 48'. W. 80". 7Y, 84" OR M" MORTAR (TYP.) STEPS OR LADDER iv gREINFORCING STEEL (TYP.) �? tv 72" GRAVEL BACKFILL FOR PIPE ZONE BEDDING T SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "Cr RING tr �' GRAVEL BACKFI LL FOR 8= PIPE ZONE BEDDING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2 /R. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8• 0.23 0.15 Sq• 4.5" 8" 42' 8" 0.19 0.19 so. 5• 8• 48' 8" 0.25 0.25 72• 8" 8• 60• 12" 0.35 0.24 aq• 8" 12" 72" 12• 0.39 0.29 gg• e" 12" 84" 1z• 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All rede rin s risers and castin s shall be set in mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSO SOLID WALL PVC(A)PVC PROFILE WALL Q3 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60. 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" M. 36" 48" 96" 1 60" 1 72" 1 60• 1 36" 1 48" g 9 g (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) Standard Specification 9-04.3. (D (Std. spec. 9-05.12(1)) T (Std. Spec. 9-05.12(2)) ti Y G PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 ,I, DEPARTMENT MARCH 2O08 A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked Crosswalks, the connection between the curb ramp and the road - WIDTH G TO MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break \ GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- antes on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * MIN. PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. I TO CURB RAMP DEPTH " (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I I Contract Plans for width and placement of sidewalk. V, ,, 1I 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian V, Curb, or Sidewalks. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing Over a horizontal distance of 15 feet. DO not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. 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. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4- 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK � 5.0% MAX. *� -� TOP OF ROADWAY 1 C p I LANDING CURB RAMP ` o DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F.45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management ® CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) * * * 95%OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT CITY OF RENTON PERMIT SUBMITTAL RECORD DRAWINGS NO. I REVISION '_ pF WAsy7Nc �tA ®� 61 I S IONrAL t / Zeller, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff ��^""""'Y• Jun Z42111fi 2.2K I'M STATE DESIGN ENGINEER Washington State Department of Transportation Go B / ? J B SURVEYED: STEPHEN PHILLIPS PLS SCALE: J BS DESIGNED: BRYCE BESSETTE DRAWN JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: I,ilC71��1�� SERVICE CABINET, 2' SEE ILLUMINATION PLANS -r PLANTER SIDEWALK \�/\\//j �\/� /// /\ \\ SERVICE CABINET FOUNDATION, SEE ILLUMINATION PLANS SIDEWALK, LIGHTING, AND WALL SECTION II119LIIIt•'I �.� ��'��� rr.'r�J SIDEWALK, LIGHTING, AND WALL SECTION WAS F 37610 wq w� .CONA E t�SS�G,ti�`' i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y 0 RENTON DATU M Planning/Building/Public Works Dept. I 4' FINISH GRADE 2" WALL DRAIN �I f� 1' T-393412 R-393425 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I LU DATE: 5/1/18 Q FIELDBOOK: J PAGE: < DRAWING NO: N C3.107 I IZ SHEET: 0F: r--r-+ 25 48 1, Ij;)