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HomeMy WebLinkAboutR-403607°C L a) ao 3 to iZ z co �� CD I w ain CALL E THE CONTR CD a, CV N AND PROTE En VERIFY ALL NUJTHE UNDER N Oc 48 HOURS �Z J W 0 J Z of W DO i A NOTES 4'-0"MIN.- A 4'-0"MIN. - A SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB - JOINT (TYP.) -- SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB -• roadway must be contained within the width of the crosswalk markings. 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 break between the two adjacent surface planes shall be flush. B 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- SIDEWALK * C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER SIDEWALK Curb and Gutter where the Landing connects to the roadway. I 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- 0MIN. - 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 � FACE OF CURB � DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, PLAN VIEW DETECTABLE WARNING SURFACE -• PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk 4'-0"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 10 CONTRACTION JOINT (TYP.) ^SEE STANDARD PLAN F-30.1 SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE t.41LAND COUNTER AA TOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * _ 5.0 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN ING DEPRESSED CURB AND GUTTER SEE STANDARD 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 AO 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' - 0" MAX. (TYP.) GRADE BREAK SIDEWALK 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMWORK (2% MAX.) a GRADE BREAK * I� * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK FORMWORK (8.3/o MAX.) - SEE NOTE 7 *tea _ * _ �� �. CURB RAMP PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TYP.) - ®�'�' Z a ' SEE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 cJC ay WAS �ll CURB RAMP CURB RAMP LANDING 5 � y 3/8" EXPANSION JOINT (TYP.) - 1 SECTION O A SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 "CEMENT CONCRETE CURB RAMP TYPE Zeller, Scott PARALLEL A" PAY LIMIT SEE NOTE 6 Jun 24 2016 7:19 AM ot (4ia, PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Q����Carpenter, Jeff Jun 29 2016 227 PM as�g ISOMETRIC VIEW ISOMETRIC VIEW Amok STATE DESIGN ENGINEER 'Y' Washington State Department of Transportation TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT To 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 Landing and the WIDTH - 4' MIN. PEDESTRIAN CURB _ � SEE CONTRACTT PLANSS roadway must be contained within the width of the crosswalk markings. SEE NOTE 10 CURB RAMP 3/8" (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. LANDING SEE CONTRACT PLANS PLAN F-30.10 LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- SIDEWALK - 3/8" (IN) EXPANSION JOINT - SEE _ PEDESTRIAN CURB - anC25 On any part Of the Curb Ramp Or Landing Or In the Depressed SEE NOTE 6 5' - 0" MIN. W R STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) 8 5'- 0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan J F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and �J M 3 * 3" R. I I M � Pedestrian Curb details. * * C)s' - o" MIN. 3" R. 0 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See SIDEWALK - C) 0 SEE NOTE 6 Contract Plans for width and placement of sidewalk. I- 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. CURB AND GUTTER -- CURB AND GUTTER - 8. The Curb Ram length is not required to exceed 15 feet unless shown SEE NOTE 5 SEE NOTE 5 P 9 PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN 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 o distance of 15 feet. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B _J 9. Curb Ramps and Landings shall receive a broom finish. See Standard W Specifications 8-14. W UL 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 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 1.5 OR FLATTER RECOMMENDED FOR SEE NOTE 6 =_ * ROADWAY TOP OF*�+� * i� * DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR a DESIGN/FORMWORK (8.3% MAX.) CURB RAMP a LANDING DEPRESSED CURB AND GUTTER - CURB RAMP LANDING CURB RAMP SEE NOTE 7 ,,�� SEE STANDARD PLAN F-10.12 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. TCEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP Y LIMIT _ TYPE SINGLE DIRECTION B PAY LIMIT - SEE NOTE 7 DETECTABLE WARNING (IN) 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 DETAIL OC PAY LIMIT REFER TO R,,4036149 Wii-IIII4036019 So*403601 FOR AS -BUILT INFORMATION ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT SS0•1gR WASP/, C�jS AP O t vJ 2 2 � � O�s �43668 FG I S T E"�O �A' SIGNAL �- 06/19/2019 N0. o@ WAS#,, �Cn �A 28680 O ww S T ERF G�1' /®NAL E� Zeller, Scott Jun 24 2016 7:21 AM C Man SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ('arpen,e" Jeff e,aT 1r4 LTG . � Jun 29 2016 2:29 PM STATE DESIGN ENGINEER MAR Washington State Department of Transportation BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION RAISED EDGE DETAIL 1'-p r SIDEWALX LEVEL 1/2" EXTEND SIDEWALK TRANSVERSE 1'-D` 1'-p 3!8"(IN)PREMOLDED JOINT FILLER JOINTS TD INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 1 IM (IN) R. (TYP.) ' I FOR CURB DETAILS �••' SEE STD PLAN 101 E�11 • ! 1. •C1 •" v t•• p.. STING ROADWAY • :►'.• S<E LtN' ".__..:: IY�tin __ CRUSHED ROCK BASI SEE RAISED EDGE 1' -p SIDEWALK DETAIL - THIS SHE TYPICAL UNDER IM CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT MIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR `LOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY 1Y2• (IN) R. (fYP.) ENGINEER) TYPICAL UNDER ALL CURB, GUTTER a SIDEWALK CSTC UNDER 2.0% 1 13% FOR CURB DETAILS CURB B GUTTER TO BE in THICKNESS OR . SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER FOR °f��� ` \ -" .._ ALL curta a Correa). � 1 FINISHED GRADE 1-(IN) BELOW Z.(r SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB 1, a, 11p MIN. ROUT DING 117 (IN) R. (TYR ) _2.0% 1 14% FORCURBDETALS SEE STD PLAN 101 BRIDGE OR PEDESTRIAN SSF,�c�1`I ` ' • �.,, Il�t!P --y,�••••µ, �� RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS / WALL OR BARRIER FLUSH / I SIDEWALK 1W N) R. VERTICAL WALL- •.'-• SEE DETAIL D' War (IN) PREMOLDED f n •� JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL - • (IN) PREMOLDED FOR SIDE JOINT FILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS / NOTE 1 (TYP ) 1 b% FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 � r. - GROOMED FINISH � OR MATCH EXISTING I V� 4*WIDE, SMOOTH /I 7/ /A] TROWELED PERIMETER FINISHED GRADE I"(IN)BELOW TOP OF CONCRETE %/ / (_IY/ SURFACE FOR PLANTING- FLUSH I=PAVED ,,• Q' Y CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP / ~ (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101. / J NOTES F 1/8"T01/I' 1. Four feet of the sidewalk width shall © be the minimum pedestrian \ CONTRACTION JOINT ro• 11 �'•• accessible mute 1­.) free of vertical IN SIDEWALK ONLY and horizontal obstructions. Gratings, : 1' Access Covers, Ju nctlon Boxes, FULL DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other . CURB AND SIDEWALK (SEE ST0 PLAN 101.11 appurtenances within the sidewalk a" C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL • ♦ •ya• 2. Monolithic Cement Concrete Curb and • -1 •• • � AO'• Sidewalk Is not permitted in new For other referenced NOTES See • q construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT JOINT PREMOUDE Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI, pp EXPANSION JOINT STD. PLAN - 102 Pfri"R)DEPARTMENTUBLIC S CEMENT DEWALKCONCRETE ,AP( K01EU. M % 1./,rljT _ 6" CEMENT CONCRETE 1" R SIDEWALK RAMP VARIES OR LANDING FROM i 6"TO0 6" 1 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 812• SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 12" R. ROADWAY 2" I � 1 m 1 1 6• DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 - FACE OF CURB 61W _512" 1" �.J 1/2" R. 1" R. I FACE OF ADJACENT CURB 1 / m TOP OF • • ► ',• • GUTTER SURFACE ROADWAY PREMOLDED • '•• JOINT FILLER E FULL -DEPTH EXPANSION JOINT - FACE OF CURB 8 12" 51- 1• P' R � r 124 /_. I 1 TOP OF • t° 12•R. ROADWAY t_ 1 I 1 r-6• CEMENT CONCRETE TRAFFIC CURB AND GUTTER �- FACE OF ADJACENT CURB I FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF M" R. ROADWAY • D 10i DEPRESSED CURB SECTION AT SIDEWALK RAMPS 30 L_ 8 1/4" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curt 8 Gutter Section, see Standard Plan 104.2 STDPUBLIC WORKS PLAN DEPARTMENT CEMENT CONCRETE CURBS 10" No 21/2" 5" .2-1/2" NOTE: IF DIFFERENT CROSS SECTION IS USED, PRIOR APPROVAL BY THE ENGINEER IS REQUIRED. EXTRUDED CURB NTS R.E.W. 05 01 19 R.D.J. suRvE,rED SCALE: R.E.W. 06 19 19 R.D.J. DESIGNEo: K. MELVIN DRAWN: S. ORDONEZ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: R. JARVIS BY DATE APPR APPR0VEID' R. JARVIS VERTICAL: NAVE) 19M HORIZONTAL: NAD 1953/1991 DATUM OVER C-O" OVER 6'-0" TO 7'-9" MAX. TO 7'-9" MAX. V-0" MAX. C-O" MAX. 2" 0 STD. STEEL PIPE -WELDED JOINTS 1-1/2"0 STD. STEEL PIPE 3'-6" -�- 1'- 9' C.W. 8" T i FVirb X 12" 8"(TYP) IN SEE DETAIL A 2"0 EXTRA STRONG STEEL PIPE POSTS 2" 0 STD. STEEL PIPE POSTS A CONC. CL3000 I q COMPACTED SUBGRADE COLD JOINT WHEN NOT CONSTRUCTED INTEGRAL WITH CONCRETE WALK #4 REINFORCING U BAR AT EACH 12" MIN CONCRETE WALK GROUT POST -SEE DETAIL WIDTH AS SPECIFIED �1 B COMPACTED SUBGRADE SECTION A -A NOTES: 1. RAILING SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 2. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO GRADE. 3. PIPE MATERIAL SHALL CONFORM TO ASTM A53. 4. REINFORCING STEEL ASTM A515, GRADE 60. 8„ 4" DIA. 16 GA. GALV. 4" 4" STEEL SLEEVE TEGUL MINERALEAD 8" MIN.OR EPDXY GROUT �-I I'� DETAIL A 3"R DETAIL B NOT TO SCALE STEEL PIPE HANDRAIL FOR SIDEWALK TY o ADOPTED A"n CITY OF RENTON STANDARD PLANS 1ST DATE: 04/04 ...__ .. ....... nwr NAAJF- l4A9A CP PArr- Hill% SFENITTE2 /S"R X 5/B"D DUMMY JOINT SEE NOTE re 2 - 0'I> - I I I I 3/8- PREAIOLOED JOINT FILLER (TYP) CEMENTCONCREIE W -- .. CURS AND GUTTER • 5` � 5" PLAN VIEW FACEOF CENTE F CURB�FRAMEAORATGRATE 6 1 2" 13" 5 1 2' 1" t1:08') ADFRAME AND GRATE - NOT INCLUDED 1 /2" R. 1" R.CURS AND GIJITERRID REM ROADWAYIN SLOPS • D 3" • TOP OF D .•. 11' R. REM 1 ROADWAY D D D D .',• - D' D-`.• ADJUSTMENTSECRON-NOTINCWDED INCURBANDOUTLERINDTTEM CATCH RUIN-NOTDICLUOED D IN CURS AND GUTTER BID DENT �D b. SEC TIbN O y �'+ 'J• GENERAL NOTES: J1 ' 1. The Intent of this design Is to facilitate the removal of a catch basin vrith minimal disturbance of the curb. 2. The expansion joints of the " �! i r adjacent sidewalk shall 1 \ .I, be adjusted to be In Ilne with these curb / ' expansion Joints. .•:: j =�. I jl '' 1 IS0W41C VIEW SM. PLAN - 101.1 CEMENT CONCRETE CURB PRO D: PUBLIC 17ORKS INSTALLATION AT DEPARTMENT CATCH BASINS DA CITY OF RENTON Planning/Building/Public Works Dept. R-403607 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING n---+, jchavez 07/16/2019 WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE. OK: PAGE: RENTON, WA 98055 DRAWING NO: SITE IMPROVEMENT NOTES AND DETAILS SP-02 SHEET. 7 OR51