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Home My WebLink AboutR-425417A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON N I O I w VJ I- Z 5W G w > O 0- G Z Z O Z m a 0 Q U) ►I i to Q W J U_ NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. - STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landingand the PEDESTRIAN CURB - WIDTH - 4' 0" MIN. - SEE CONTRACT PLANS roadway must be contained within the width of the crosswalk markings. SEE NOTE 10 CURB RAMP 318" (IN) EXPANSION PEDESTRIAN CURB _ 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT - SEE STANDARD SEE NOTE 10 MATCH SIDEWALK WIDTH -• 4' 0" MIN. between the two adjacent surface planes shall be flush. PLAN F-30.1LANDING SEE CONTRACT PLANS 0 LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- SIDEWALK - 3!8" (IN) EXPANSION JOINT - SEE � PEDESTRIAN CURB - anC6S On any part Of the Curb Ramp Or Landing Or In the Depressed SEE NOTE 6 5' - 0" MIN. 3" R STANDARD PLAN F-30.10 -'\ SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. 5' - 01, MIN. F1 5. See Contract Plans for the curb design specified. See Standard Plan -- zt J F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and 3" R. I Pedestrian Curb details. U) 5' - D° MIN. " 3" R. o J) 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See O SIDEWALK-� - W ::. 'si �1 Contract Plans for width and placement of sidewalk. U SEE NOTE 6 ��, 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. L CURB AND GUTTER -- CURB AND GUTTER - 8. The Curb Ram length is not required to exceed 15 feet unless shown SEE NOTE 5 p g q ( I ` SEE NOTE 5 otherwise in the Contract Plans). When applying the 15-foot max. length PEDESTRIAN CROSSING J L PEDESTRIAN CROSSING CLOSURE SIGN ( CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is L FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal o distance of 15 feet. o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. Lu 10. Pedestrian Curb may be omitted if the ground surface at the back of the } DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 3: 15'- D" MAX SEE STANDARD PLAN F-45.10 15, - 0" MAX (TYP.) 1 15'- 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK / COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK - SIDEWALK - SLOPE IN EITHER DIRECTION SIDEWALK - \ SEE NOTE 6 / SEE NOTE 6 SEE NOTE 6 I * * TOP OF 1.5 OR FLATTER RECOMMENDED FOR ROADWAY DESIGN/FORMWOR / M * * 7 5% OR FLATTER RECOMMENDED FOR DEPRESSED CURB AND GUTTER - y DESIGN/FORMWORK (8.3% MAX.) CURB RAMP J LANDING SEE STANDARD PLAN F-10.12 CURB RAMP LANDING CURB RAMP SEE NOTE 7►� �� - 1 1 SECTION O SECTION O 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP 1Y LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - SEE NOTE 7 DETECTABLE WARNING 1" (IN) RADIUS • •: • • SURFACE -SEE CORNER STANDARD PLAN F-45.10 PEDESTRIAN CURB ' ...... DEPRESSED CURB AND GUTTER _ SEE NOTE 5 90° ANGLE RADIUS MAY VARY ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT DETAIL OC ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT ®V WASgJ�n p �® ,p 28680 "�l TE�� lom <� Zeller, Scott Jun 24 2016 7:21 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ��/� CaM� � , Jeff eAlL�YF4r-1 %'gyp J-2920162:29 PM STATE DESIGN ENGINEER Adw Washington State Department of Transportation NOTES 4'-0"MIN. - A 4'-0"MIN. - A SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB ^ 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TYP.) -SEE SEE NOTE 9 JOINT (TYP.) � SEE PEDESTRIAN CURB � g STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING Al break between the two adjacent surface planes shall be flush. SIDEWALK nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER Curb and Gutter where the Landing connects to the roadway. SIDEWALK 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and ""' CURB AND GUTTER "`" ""`' Pedestrian Curb details. .. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" MIN. ` 4' - 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE � SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS FACE OF CURB DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER FACE OF CURB the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, w CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. J 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise Of TYPE PARALLEL A TYPE PARALLEL shown in the Contract Plans). When applying the 15-foot max. length, w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single 1L SEE STANDARD PLAN F-45.10 constant slope from bottom of ramp to top of ramp to match into the sidewalk 'm a' -D" MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the 0 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a SLQpE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE - 3- COUNTER MAXTOP OF CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. * 5 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. CEMENT CONCRETE PEDESTRIAN � L �DEB AND GUTTER - 9. Pedestrian Curb may be omitted If the ground surface at the back of the LANDING PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB - SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION O 4' - 0" MIN. 15' - 0" MAX. (TYP.) SEE CONTRACT PLANS SEE NOTE 7 LEGEND SLOPE IN EITHER DIRECTION 15' - 0" MAX. (TYP.) 4-0" MIN. 15'- 0" MAX. (TYP.) GRADE BREAK SIDEWALK* 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK I- DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ GRADE BREAK GRADE BREAK FORMWORK (8.3% MAX.) -- SEE NOTE 7 SIDEWALK * * � * * 1 CURB RAMP -i * i- 3/8" (IN) EXPANSION JOINT (TYP.) - a L PEDESTRIANSEE NOTE 9 LANDING , 1 SEE STANDARD PLAN F-30.10 CURB RAMP CSC®o WASg�� tin CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP.) - b SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 HORIZONTAL SCALE: 1 "=20' 20 0 20 40 5 0 5 10 VERTICAL SCALE: 1"=5' ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 /1 PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, OR TO END OF PIPE IN THE EVENT IT DOES NOT TERMINATE IN A STRUCTURE. ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT • Call 811 • ® two business days before you dig NO. AQ J� �® 28680 0 <v �01 T E�� AI Zeller, Scott Jun 24 2016 7:19 AM -wc: PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION tJ� Cwperner, Jeff C% W4G'2. .Jun 29 2016 2 27 PM STATE DESIGN ENGINEER ANIL Washington State Department of Transportation IN IN K�I] 20 9LF-8 `tel CB02, TYPE 1 NEW RIM:23.30 CB LEFT IN IE:21.43 4" IN PLACE AND USED IE:20.39 6" IN IE: 29-49- 8" OUT 20.27 C1301, TYPE 1 NEW W/BI-DIRECT. VANED GRATE RIM: 23.93 IE:20.09 8" IN IE:20.09 8" OUT W/SOLID LID RIM:22.41 IE:18.41 8" IN IE:18.41 8" OUT C1303, TYPE 1 NEW CB04, TYPE 1 EXISTING TO W/SOLID LID W/SOLID LID RIM: 22.66 RIM: 20.75 IE:18.05 8" IN IE:16.71 8" IN IE.18.e5 8" OUT 17.73 IE:16.71 8" OUT FIN SHE GRADIJ PVC 2.00% EXISTING IPE. PVC PVC 3.27% EXISTING SDR35 TO REMAIN PVC 0+40 0+60 0+80 1+00 1+20 SCALE: H: 1"=20' ; V: 1"=5' AT EACH NOSING PROVIDE 1/2" EDGE RADIUS - AND (4) SAFETY GROOVES TO BE 3/4" APART AND 1/4" DEEP TOOLED IN PARALLEL WITH SAFETY STEP EDGER TOOL 1-1/2" O.D. GALV. HANDRAIL, GRIND ALL WELDS SMOOTH. _J Q O O FINISH GRADE OF ADJACENT o a - PAVING. MATCH TO TOP OF c� 1-- 0 STAIR BOTTOM. O CHEEKWALL BEYOND MIN. 2' DEPTH. - PROVIDE CHEEK WALL AT EACH SIDE OF STAIRS. g-2 3-1/2'"R TYP. CL OJ12rr5LLJ Of TYP.• SECTION O L. (1 C) [NUT .1Ll 30 30 25 25 FINISHED GRADE 20 20 15 15 10 10 1+40 1+50 SKATE BLOCK 1 PER HANDRAIL TYPICAL, ALUMINUM; SIZE TO FIT HANDRAIL MANUFACTURED BY RAVENSFORGE 888-743-3490 WWW.RAVENSFORGE.COM -HANDRAIL SLEEVE INSERT +/- 2" DIA., GROUT IN PLACE W/ WATERPROOF NON -SHRINK GROUT. SLEEVE DEPTH 6". EXPANSION JOINT, TYP. AT CHEEK WALL AND C-4 SLAB JOINTS FINISH GRADE OF ADJACENT PAVING. MATCH TO TOP OF STAIR TOP. 2 -#4 BAR NOSING (TYP) 2" CLEAR - #4 BAR @ 24" O.C. EACH WAY (2" CLEAR MIN.) TIED TO CHEEK WALL NOTES: 1. SEE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS. 2. TOP AND BOTTOM OF POSTS MUST ALWAYS EXTEND BEYOND TOP AND BOTTOM OF RISERS AS SHOWN ON THIS DETAIL. 3. PROVIDE MEDIUM BROOM FINISH ON ALL STAIR TREADS UNLESS OTHERWISE SPECIFIED. CONCRETE STAIRS WITH STEEL HANDRAILS SCALE: N.T.S. SURVEYED: DESIGNED: DKMI DRAWN: KLK CHECKED: DCD BY DATE APPR APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M > CONSTRUCTION RECORD DRAWING ' PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY SITTS & HILL ENGINEERS, INC CITY OF R RENTON Planning/Building/Public Works Dept 5 0+00 0+20 0+40 STORMWATER POND SCALE: H: 1 "=20' V: 1 "=5' CB05, TYPE 1 NEW W/BEEHIVE GRATE RIM:28.6'3 21.03 IE:+7 36 6" IN 17.71 IE:17.36 8" OUT 17.47 NEW EXISTING TO REMAIN C606, TYPE 2-54" C607, TYPE 2-54" W/SOLID LID W/SOLID LID RIM:22.47 22.34 RIM:21.64 21.48 IE:15.29- 8" IN 14.84 IE:15.29 36" IN 15.16 IE:15.29 36" OUT14.80 IE:16.29 12" OUT15.04 30 ■ �i■�■■■1■ ■■r■ ____ _ __ ■■ ENAFIZIMMMMEIE1■■■own &W-1- Ev,/AEEEEEEIEIL IN ME ■ilili ■/I■■■■■■I■I■`■EN • cin ■��■ . .I■■■■■■■■ ■il�il�•ii■i■�YN I■■■■■■■■ 0+60 R CENTER HANDRAIL IN CHEEK WALL. I I 1 /2" CHAMFER TYP. I I 8" HANDRAIL SLEEVE INSERT. 11 CONC. CHEEKWALL. PROVIDE AT EACH f� /- SIDE OF STAIRS. ELEVATION _J Z J M J (V 3 Y W LEI 2 #4 REBAR ® 18" O.C. EACH WAY IN CHEEKWALL (TYP.) COORD. STEEL W/ HANDRAIL SLEEVE LOCATIONS. COMPACT SUBGRADE TO 95% OF MAX. DENSITY PER ASTM D-1557 2FT UNDER FINISHED GRADE 20 EXISTING PIPE. CONTINUES DOWNSTREAM. 15 CMP 1.20% ito D C. +� sitts&hill zt I r CIVIL I STRUCTURAL I SURVEY gyp, 44449 4 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 Iw1 D'SO E http://www.sittshill.com/ Project No.: 19682 Project Mgr.: DCD RECORD DRAWING Proj. Engineer: DCD Proj. Drafter: KLK SEPTEMBER 20, 2024 R-425417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: WASHINGTON STATE AUTO 2022.11.30 DEALERS ASSOCIATION (WSADA) FIELDBOOK: PAGE: 621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING N0: WSADA BUILDING ADDITION AND IMPROVEMENTS C3.5 GRADING AND STORMWATER PROFILES SHEET: OF: 17 26 T O M M N 61 u