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Home My WebLink AboutR-393513LO CY) t- ) I I W F.- 4'-O"MIN, - q 4'_0"MIN ."- p SEE CONTRACT PLANS 3Ia" (IN} EXPANSION SEE CONTRACT PLANS NOTES 1. At marked crosswalks, the connection between the landing and the 3I5" EXPANSION JOINT (TYP.) - SEE PEDESTRIAN CURB - JOINT (TYP.) - SEE ,SEE NOTE 9 STANDARD PLAN F-30.10 PEDESTRIAN CURB - SEE NOTE 9 roadway must be contained within the width of the crosswalk markings - "GRADE STANDARD PLAN F-30.10 LANDING 2. Where BREAK" Is called out, the entire length of the grade LANDINGAl, \ break between the two adjacent surface planes shall be flush. t B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- 1* nanoes on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER + ` x� * C Curb and Gutter where the Landing connects to the roadway. SIDEWALK f I � 3" R. 4, See Contract Plans for the curb P design specified. See Standard Plan � - - � I F-10.12 for Curb Curb and Gutter Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. CURB RAMP y -- 4'- 0" MIN. - , - CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - � J 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE CONTRACT PLANS ; �, DETECTABLE WARNING SURFACE ^- 4'- 0" MIN. - ' SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS See Contract Plans for width and placement of sidewalk - SEE STANDARD PLAN F45.10 FACE OF CURB J �. � 5. The Bid Item "Cement Concrete Curb Ramp Type does not include FACE OF CURB DEPRESSED CURB AND GUTTER J DEPRESSED CURB AND GUTTER _" the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, 1 P w CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks- ❑ ° 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise z shown in the Contract Plans)- When applying the 15-foot max- length, PLAN VIEW DETECTABLE WARNING SURFACE -- PLAN VIEW LL SEE STANDARD PLAN F-45.10 7 the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A TYPE PARALLEL B ' constant slope from bottom of ramp to top of ramp to match into the sidewalk m4' - P' MIN. over a horizontal distance of 15 feet- Do not include abuttingIn landing(s) Z 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 1Q CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a PE walkway. FOR CURB RAMP LENGTHS GREATER THAN V - 0"PROVIDE CONTRACTION JOINT EQUALLY SPACED V - 0" MIN. OC. v - COl1AiohRMA)( TOP OF 5� ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN 1 ¢ LANDING SEE STANDARD PLAN F-10.12 Curb Ram and/or Landing will be at the same elevation as the Curb P 9 CURB - SEE NOTE 9 7 AND NOTE fi Ramp or Landing and there will be no material to retain. SECTION [ A J �J 4'- 0" MIN. 15' _ 0" MAX. [TYP-] LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION 15' - 0" MAX. (TYP.) 4'- 0" MIN- 15' - V' MAX- (TYP-) GRADE BREAK T r SIDEWALK 1.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK MAX-) SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK --- (2% * ellr *� 7k 7F ' 5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK 7 r GRADE BREAK 1^ GRADE BREAK `� FORMWORK (6-3% MAX.) - SEE NOTE 7 * l �� CURB RAMP PEDESTRIAN CURB - 1 l LANDING 3I8" (IN) EXPANSION JOINT (TYP.) - T SEE STANDARD PLAN F-30.10 �J�' ��nool a SEE NOTE 9 iJ� RAS L CURB RAMP LANDING L 3/8" EXPANSION JOINT [TYP-] "- SECTION (C J SEE STANDARD PLAN F-30.10 ` (ALONG INSIDE RADIUS AT BACK OF WALKWAY) SECTION (B j bzv 0® z o' ` vo41 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 8 /,. 1 STEM G` s1 I p1G AL "CEMENT CONCRETE CURB RAMP TYPE ----------- PARALLEL A" PAY LIMIT - SEE NOTE 8 Zeller, Scot[ Jun 24 2016 7:19 ANT _ PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION (�f� Cr pentnr, len' Jun 292016227 PM r ISOMETRIC VIEW ISOMETRIC VIEW STATE DESIGN ENGINEER AM Wash inglan Rate DepoAment of Transporlolion TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT AR NOTES A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B - E C DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of E_ MIN• MAX. CURB RAMP, LANDING, CUT- r SURFACE (DWS) the DWS requires a concrete border around the DWS, a variance of up to 2 inches A 1.60" 2-40" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. f T B 0.65" - _ 2- The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A B D C 0.45" 0-90" two leading comers of the DWS panel placed adjacent to the back of the curb, and -L f D 0.s" 1.40' BACK OF CURB with no more than a 2 inch gap between the DWS and the back of the curb measured TRUNCATED DOME SEE NOTE 2 z' - o" MIN• : at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E 0.2" 0.2" ':': TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the A - APPLICATIONS back of the curb is permitted [measured at the leading corners of the DWS panel]. SECTION ........................ TRUNCATED DOME SPACING,t -- ---- -- _` 3. The rows of truncated domes shall be aligned to be perpendicular to the grade SEE NOTE 3 l\ _ SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE 1 FOR at the back of curb. TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. / LANDING, CUT -THROUGH OR 5- If curb and gutter are not present, such as a shared -use path connection, the o ¢ WALKWAY Detectable Warning Surface shall be placed at the pavement edge- m DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details. LANDING OFFSET CURB RAMP SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail - WALKWAY -, WIDTH OF f WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to r WALKWAY - WALKWAY WIDTH OF CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the THROUGH [TYP-] bottom of the curb ramp directly above the grade break. DETECTABLE WARNING SURFACE (DWS) - / WIDTH OF CUT -THROUGH _ SEE NOTE 4 - CURB RAMP 1 (TYP ) - --- BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE FLARE 2'- 0" MIN- (GRADE BREAK BETWEEN CURS AND _MIN. LANDING s 5 FT. FROM BACK OF CURB) (SEE NOTE 6) �,. J DETECTABLE WARNING DETECTABLE WARNING BACK OF CURB - LANDING DIRECTION OF SEE NOTE 2 SURFACE [DWS] - II �\ SURFACE (TYP.) w Y SEE NOTE 3 I 1 SEE NOTE 3 o u II ^TRAVEL J WIDTH OF CURB RAMP CURB RAMP m 'I SEE NOFCURB -- E 2 11 WIDTH OF PERPENDICULAR CURB RAMP yl WALKWAY i WALKWAY (SEE NOTE 6) L_ WIDTH OF CURE RAMP, ISLAND CUT -THROUGH \ LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP-) .. � BACK OF CURB - SEE NOTE 2 URB 2 - D" MIN. DETECTABLE WARNING SURFACE (DWS] -SEE NOTE 3 SEE NOTE 3 ::::' ��Q pF IrASy� C BACK OF CURB - SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING > 5 FT- FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) CURB RAMP -y r CURB RAMP WALKWAY -I LANDING + - WALKWAY - I \1 BACK OF CURB - / 1� \-.. DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE [DWS] SEE NOTE 3 LANDING PARALLEL CURB RAMP (SEE NOTE 6) lz�i?T ;��i 'L PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING SEE NOTE 2 MEDIAN CUT -THROUGH? - o iv WIDTH OF SHARED- { USE PATH OR - e''� tic 2BG80 �� 4 WALKWAY {TYP.}r�~ �'I STF•� �1 d/ S10'A 1, ZOIILT, Sw0. WIDTH OF CUT -THROUGH Jul 12 20164:25 Pi4 SHARED -USE (TYP.) PATH OR r.•a: WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT 7 SHOULDER EDGE :::::::: r STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE [DWS] -- CKNm,rar SEE NOTES 4 & 5 �a• In1152016 22G PIA STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION 00 Wuahingtan Stvte Deportmens at Tronsportatian 1 REVISED DRIVEWAYS, SSMH 2 & SELECT- SERVICES 2 ADJUST LOTS 6-8 3 UPDA TED CURB RAMP PER CITY COMMEN TS 4 WA TER UPDA TES PER FIELD CCNDI77ONS 5 REVISIONS TO EAST END OF ALLEY (SW 3RD CT) N0. REVISION NOTES MATCH SIDEWALK _ BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not VVIDTH - 4' 0" MIN. - STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS WIDTH - 4' 0" MIN. - 2. At marked crosswalks, the connection between the Landing and the PEDESTRIAN CURB - roadwaymust be contained within the width of the crosswalk merkin s SEE CONTRACT PLANS �I SEE NOTE 10 CURB RAMP g 318" [IN] EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break MATCH SIDEWALK VVIDTH "- 4' D" MIN. between the two adjacent surface planes shall be flush. JOINT - SEE STANDARD-1 f SEE NOTE 10 PLAN F30.10 it SEE CONTRACT PLANS ' LANDING 4- Do not place Gratings, Junction Boxes, Access Covers, or other appurten- SIDEWALK- 'i -LANDING 318" [IN] EXPANSION JOINT - SEE �� PEDESTRIAN CURB - ances on any part of the Curb Ramp or Landing or In the Depressed I 5' - O" MIN. ,, SEE NOTE fi STANDARD PLAN F-30.10 t i + � 3" R. � y SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. ,'` 1 J 5' - D" MIN. _F1 5- See Contract Plans for the curb design specified. See Standard Plan A� 1 A F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Y R- - I I (0Pedestrian Curb details- m 5_ 0" MIN. �...3r' R. f a 0 B. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See O 'r l - - ❑ a SIDEWALK / a 0SEE NOTE 6 � ,. � Contract Plans for width and placement of sidewalk. "I 1 I- 7, The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP SEE f 'L DETECTABLE WARNING SURFACE BUFFER r C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS 1 C ] SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. '�J L CURB AND GUTTER - CURB AND GUTTER - + I SEE NOTE 5 SEE NOTE 5 $. The Curb Ramp length is not required to exceed 15 feet (unless shown PEDESTRIAN CROSSING i PEDESTRIAN ROSSING otherwise in the Contract Plans). When applying the 15-foot max. length � C_+ I CLOSURE SIGN f CURB RAMP CLOSURE SIGN I FACE OF ` CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is 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 a TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION 8 distance of 15 feet. 9. Curb Ramps and Landings shall receive a broom finish. See Standard � Specifications 8-14. LU a 10, Pedestrian Curb may be Omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE "- Curb Ramp and/or Landing will be at the same elevation as the Curb 15- 0" MAX + SEE STANDARD PLAN F-45.10 15' - 0" MAX (TYP-) 15, - 0" MAX [TYP-] Ramp or Landing and there will not be material to retain- ¢ (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 0 + SEE NOTE 8 I � J GRADE BREAK GRADE BREAK � GRADE ;� GRADE BREAK LEGEND GRADE BREAK -. - BREAK ' COUNTER SLOPE SIDEWALK - I SIDEWALK "- SLOPE IN EITHER DIRECTION SIDEWALK ' j ; 5'0% MAX. SEE NOTE 6 �� , ; SEE NOTE 6 SEE NOTE 6 * TOP OF * 7F , * 1.5 OR FLATTER RECOMMENDED FOR ROADWAY - * -- DESIGNIFORMWORK [2% MAX.) _ 7-5% OR FLATTER RECOMMENDED FOR �+ a CURB RAMP DEPRESSED CURB AND Gl1TTFR - 1 QESIGNIFORMWORK [8.3% MAX.] LANDING SEE STANDARD PLAN F-10.12 CURB RAMP LANDING I, CURB RAMP SEE NOTE 7 4, SECTION 1 v�� of tsAsyr ��c U SECTION �� T SECTION ( A } 1O CONTRACTION JOINT (YP.) -- SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) �j FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN- OC- �+ "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURS RAMP -�- 1 A� 4pFG f 68 R�'O TYPE SINGLE DIRECTION A" PAY LIMIT _ TYPE SINGLE DIRECTION B" PAY LIMIT - 1 SEE NOTE 771�SEE NOTE ' "' 1 1 ss1 aIGAL 7 . �� DETECTABLE WARNING 1" {IN} RADIUS , Zeller, Scatl • ... \ ' _ SURFACE -SEE iY _ CORNER X e � STANDARD PLAN F-45.10 _ _ --`- Jun 24 2016 7:21 AM -•' -� -� PEDESTRIAN CURB j •t \t �J SINGLE DIRECTION L �-= DEPRESSED CURB AND CURB RAMP GUTTER -SEE NOTE 5 90' ANGLE - ~ r~ STANDARD PLAN F-40.16-03 RADIUS MAY I�� SHEET 1 OF 1 SHEET - --- � --- _ - VARY _ APPROVED FOR PUBLICATION r-w_m.7Irr ISOMETRIC VIEW ISOMETRIC VIEW e4V,-1-. I-292a16229PM TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B STATE PE31Gry ENGINEER DETAIL C PAY LIMIT PAY LIMIT wasl,inglan stare DeporlmonrafTrunsponaiion ■•- LMT 412118 SURVEYED: MITCH EVENS, PLS SCALE: AS NOTED LMT 5122118 DESIGNED; SHAWN COOPER LMT 6115118 SDC 7110118 DRAWN SHAWN COOPER ONE INCH IF NOTAT F0 SCALE DNf INCH SCALE ACCORDINGLY CHW 8110118 CHECKED: BREI T K. PUDISTS, PE BY DATE AP P R APPIRMD: BRETT K. PUDISTS, PE 9/IS/z� HORIZONTAL• NAD 1983/1991 CITY OF %R RENTON DATU �A 1;113 Planning/Building/Public Works Dept. R-39351 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: BY: BY: BY: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS ROAD & STORM DRAINAGE DETAILS AS -BUILT DATE: DATE: DATE: DATE: 9/18/20 nELDB00K: PAGE: DRAWING NO-. RD-04 SHW �F 17 27 Rl- Q0 Q I Q0 Q C) T J Q0 r C) C) I T IL ��iY�iil:I� I�1l��I►�l��l:TiI11�