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HomeMy WebLinkAboutR-426813SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 to N 1 O 1 W F_ CD N 0 N CD U O (n CAI n W / 0 N C7 0 co a� / 0 / O W / m NOTES A ­J1 A CURB RAMP, LANDING, CUT 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, R E ` C - MIN. MAX THROUGH OR WALKWAY DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: if the Manufacturer of the r SURFACE (DWS) DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side SEE TRUNCATED DOME 1 SEE NOTE 3 of the DWS is permitted. A 1-so' 2.40- DETAIL THIS SHEET }+ + @ B 0-65" - ` 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in} A B - D - a 0,45" D.sD- thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and r _ O BACK OF CURB + with no more than a Z" (in) gap between the DW5 and the back of the curb measured at O fl T D 0.9- 1.4(r SEE NOTE 2 x - 0" MIN. - the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires TRUNCATED DAME E 0,2 o z^ ;;'�`?•`"`• APpL CA 4 S a concrete border around the DWS, a variance of up to 2" (in) from the back of the ouch is SECTION . � 1 N permitted (measured at the leading corners of the DWS panel). TRUNCATED DOME SPACING L - 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, SEE NOTE 3 SEE STANDARD SPECIFICATIONSIr FOR COLOR OF SURFACE and perpendicular to the grade break at the back of curb. 4If curb and gutter are not present, such as a shared -use path connecction, the Detectable CURB AND GUTTER TRUNCATED DOME DETAILS _MATCHDTH OF.ClJR9.RAMP, - Waming Surface shall bell � LANDING, . C&-UT-THROUGH OR placed at the pavement edge. o; WALKWAY 5, See Standard Plans for sidewalk and curb ramp details. mDFFSEr DETECTABLE WARNING SURFACE DETAIL 6. 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 crossing. WALKWAY CURB RAMP SEE NOTE 7 LANDING 7. When the grade break between the curb ramp and the landing is less than or equal to r, WIDTH OF 5 R. from the back of curb at all points, place the Detectable Warning Surface on the WALKWAY bottom of the curl? ramp directly above the grade break. WALKWAY WALKWAY WIDTH OF CUT 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary _ r �THRQG1 H (TYP.) work zone applications, w DETECTABLE WARMING SURFACE (DVVS) -- E CURB RAMP SEE NOTE 3 i WIDTH OF CUT -THROUGH - BACK OF CURB 2 ITYIP.) w jx fl FLARE SINGLE DIRECTION CURB RAMP ;;;; 2'- 0" m (GRADE BREAK BETWEEN CURB AND MIN. MIN. LANDING:; 5 FT. FROM BACK OF CURB) {SEE NOTES} LEGEND BACK OF CURB - _. DETECTABLE WARNING I DETECTABLE WARNING o WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) ::'Y :i:i. L - DIRECTION OF TRAVEL Z�� CURE RAMP w LANDiNC3 OF TRAVEL SEE NOTE 3 SEE NOTE 3 < ¢ WIDTH OF CURB RAMP WALKWAY -. _ BACK OF CURS - BACK of CURB - SEE MOTES 2 5 8 SEE NOTE 2 MOTH OF PERPENDICULAR CURB RAMP r WALKWAY (SEE NOTE 6) - - ISLAND CUT -THROUGH 2 0 WIDTH OF CURB RAMP, MIN. LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP-) - :: sl�� �F DETECTABLE WARNING SEE NOTES 3 AND 8 I - nF WASH.. �C. SURFACE EE NOTE(DWS) y BACK OF CURB - j SEE NOTE 2 SINGLE (DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING n 5 FT. FROM BACK OF CURB) SEE NOTES 3 $ 6 (SEE NOTE 6) CURB RAMP CURB RAMP BACK 2 - SEE R 3 b ze 1 I l MEDIAN CUT -THROUGH b iw WIDTH OF SHARED - USE PATH OR WALKWAY (TYP,) WALKWAY LANDING - WNlfWAY WIDTH OF CUT -THROUGH - AUg 3O, 2021 (TYP.) SHARED llSE - PATH OR DETECTABLE WARNING r ROUNDABOUT SPLITTER WALKWAY SURFACE BACK OF CURB DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3 LANDING PARALLEL CURB RAMP (SEE NOTE 61 ISLAND RAIL M - PAVEMENT - SHOULDER STANDARD PLAN F•45.1D•03 EDGE ! ::' SHEET 1 OF 1 SHEET f.. APPROVED FOR PUBLICATION ;:f?! PATH OR DETECTABLE WARNING ~ WALKWAY SURFACE (DWS) - Aug 31, 2021 SEE NOTES 3 B 4 BrATF[1 MQN E"NFER PEDESTRIAN RAILROAD CROSSING T Waohinglon Stale Depwlment ar rronWrWian PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION �// NOTES A CURS RAMP WIDTH 4'- 0'• MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH V - 0" MIN. 1. At marked CTOSSW8Ik5, the connection between the curb ramp and the road- LADTH - E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH -SEE CONTRACT PLANS Y 9 GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - W - 4" MIN. SIDEWALK -- SEE NOTE 5 3. D❑ not place Gratings, J unction Boxes, Access Covers, or other appurten- 4' - 0" MIN• ances on any part of the Curb Ramp or Landing, or in front of the Curb I PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH 21 - tV Ramp where it connects to the roadway. SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PANS - I MIN. SEE CONTRACT 4. See Contract Plans for the curb desig n specified. See Standard Plan 4'- D" MIN. PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) l 318" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP,) - SEE TO CURB RAMP DEPTH I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 318" EXPANSION j CURB RAMP STANDARD PLAN F-30.10 V i MP.) JOINT (TYP.) - SEE I Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE v' u v 6. The Bid Item "Cement Concrete CupyPrb Ram Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK t PRESENT, OR TO BACK OF CURB (TYP.) - adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian i?;? * SEE CONTRACT PLANS. ,:, m Curb, or Sidewalks. �_. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB -- -- - - --- CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, SEE NOTE 4 AND GUTTER 4 - _ _ AND GUTTER - PEDESTRIAN CURB the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a -I I SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE tJOTE 4 B 1 single Constant slope from bottom of ramp to tap of ramp to match into SEE STANDARD PLAN F-45.10 ❑ETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F-U.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings Shall receive a broom finish. See Standard TO CURB (TYP,) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. LL g. Pedestrian Curb may be omitted if the ground surface at the back of the d Curb Ramp andlor Landing will be at the same elevation as the Curb g Ramp or Landing and there will not be material to retain. O CONTRACTION JOINT (TYP.) _ SEE STANDARD PLAN F-30.10 z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 SLOPE IN EITHER DIRECTION d 0 4'- 0" MIN. 15' - U" MAX. {TYP.) GRADE BREAK * DESIGNIFO RMWOR K 2% MAX.1.5% OR FLATTER ) RECOMMENDED FOR SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SEDATE - 7.5% OR PLATER REGOMMENf}EQ FOR SEE STANDARD PLAN F-30.10 � GRADE BREAK 5.0% MAX. * DESIGNIFORMWORK (8.3% MAX.) TOP OF ROADWAY * 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) ()IT pr iPASy� LANDING CURB RAMP - .a. " R� DEPRESSED CURB AND GUTTER - h 1 SEE STANDARDS PLAN F-10.12 SECTION ( A CEMENT CONCRETE CURS RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE fa6aa��q TWA' PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR PAY LIMIT - SEE NOTE 6 F 5T� SEE NOTE 4 �y-'ONAL DETECTABLE WARNING SURFACE - SEE STANDA RD PLAN F- 5,10 D.gltAy signed by R- Scott Zeller Date: 204.(&. 2 I3:2s'S3 LTon• PERPENDICULAR CURB RAMP 3" R. TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 STANDARD PLAN F-40.1544 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' ISOMETRIC VIEW ISOMETRIC VIEW A1111111k STArE 0MGN ENUNEER CURB RADIUS DETAIL (B ] TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT 7w.0- worhinglon Slate DopoAmonrolTronsporwion NOTES POURED JOINT 4'-0" MIN - A 4'- D" MIN- - A NOTES: SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the VERTICAL SAWCUT 1 /4" MIN. SEALING COMPOUND 3M" EXPANSION PEDESTRIAN CURB - 3I8" {IN) EXPANSION roadway must be contained within the width of the crosswalk markings. JOINT (TYP.)-SEE SEE NOTE 9 JOINT (TYP.)-SEE PEDESTRIAN CURB- y1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. 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. 2. CONTROL JOINTS SHALL BE PLACED 15' O.C. MAX. EACH WAY 3. Do not place Gratin s Junction Boxes, Access Covers, or other appurte- B SIDEWALK nances on any part of the Curb Ramp or Landing, or in the Depressed ~ 3. JOINT CONSTRUCTION: CONSTRUCT EXPANSION, WEAKENED -PLANE CURB AND GUTTER * 7E 11r C Curb and Gutter where the Landing connects to the roadway. SIDEWALK CONTROL (CONTRACTION), AND CONSTRUCTION JOINTS STRAIGHT WITH 3" R_ 4. See Contract Plans For the curb design specified. See Standard Plan TOP 1 /8" NO SEALING FACE PERPENDICULAR TO CONCRETE SURFACE. CONSTRUCT TRANSVERSE EEEE:? :€: ;i: •::'::_ "- m'i° F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and COMPOUND JOINTS PERPENDICULAR TO CENTERLINE, UNLESS OTHERWISE DETAILED. CURB AND GUTTER Pedestrian Curb details. CURB RAMP T = PAVEMENT THICKNESS 4' -0" MIN, - CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE- 5. See Standard Plan F-30.16 for Cement Concrete Sidewalk Details. WEAKENED -PLANE CONTROL OR CONTRACTION JOINTS: PROVIDE JOINTS SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - N - 0" IN-- SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. CONTRACTION JOINT SEE STAN DARD P LAN F-45. 10 SEE CONTRACTPLANS AT SPACING OF 15 FEET, 0 INCHES ON CENTER, MAXIMUM EACH WAY. 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, DOWEL DIAMETER = T/8 (IN) CONSTRUCT CONTROL JOINTS FOR DEPTH EQUAL TO AT LEAST 1 /4 OF LU CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. THE CONCRETE THICKNESS, AS FOLLOWS: g 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise 15" LONG SMOOTH DOWEL @ 18" O.C. z shown in the Contract Plans). When applying the 15-foot max. length, •• FORM TOOLED JOINTS IN FRESH CONCRETE BY GROOVING TOP WITH w PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single RECOMMENDED TOOL AND FINISHING EDGE WITH JOINTER. LL TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to tap of ramp to match into the sidewalk VERTICAL POURED JOINT SEALING m 4 -0 MIN over a horizontal distance of 15 feet. Do not include abutting landing(s) In SAWCUT COMPOUND •• FORM SAWED JOINTS USING POWERED SAWS EQUIPPED WITH SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 1/4" MIN. SHATTERPROOF ABRASIVE OR DIAMOND -RIMMED BLADES. CUT 15-foot max. length is measured on the inside radius along the back of the FIRST POUR DOWEL SLEEVE CLOSED CONTRACTION JOINT (TYP.) STANDAROPLANF•30.1 ) SECOND POUR ( JOINTS INTO HARDENED CONCRETE AS SOON AS SURFACE WILL NOT FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE a COUNTER SLOPE TOP OF walkway. CONTRACTIONJO[NTEQUALLY SPACED4'-0"MIN-OC. ?'<� % ROADWAY 8. Curb Ramps and Landings shall receive abroom finish. See Standard 2 MIN. END) TO FIT DOWEL BE TORN, ABRADED, OR OTHERWISE DAMAGED BY CUTTING ACTION. Specifications 8.14.E AND BE SECURED En - 9. Pedestrian Curb may be omitted if iF1e ground surface at the back of the ~ 4. CONSTRUCTION JOINTS: PLACE CONSTRUCTION JOINTS AT END OF CEMENT CONCRETE PEDESTRIAN DEPRESSED CURB AND GUTTER - LANDING SEE STANDARD PLAN F-10.12 Curb Ramp andlor Landing will be at the same elevation as the Curb » PLACEMENTS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS ARE CURB - SEE MOTE 9 7 AND NOTE 6 Ramp or Landing and there will be no material to retain. 1-1 /4 MIN. SECTION DOWEL TO BE CLEARANCE STOPPED FOR PERIOD OF MORE THAN 1 /2 HOUR, EXCEPT WHERE SUCH 4' -0' NUN. 15' - 0" MAX. (TYP.] LEGEND SEE CONTRACT PLANS SEENOTE7 TOP 1/8" NO SEALING LUBRICATED PLACEMENTS TERMINATE AT EXPANSION JOINTS. CONSTRUCT JOINTS IN SLOPE IN EITHER DIRECTION SIDEWALK COMPOUND ACCORDANCE WITH STANDARD DETAILS. 15' - 0" MAX. (TYP.) 4 -f}" MIN. 15'- 0" MAX (TYP) GRADE BREAK * 1.5% OR PLATER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK u * r1E51GNIFORMWORK(2%MAX-) CONSTRUCTION JOINT 5. TRANSVERSE EXPANSION JOINTS: LOCATE EXPANSION JOINTS AT GRADE BREAK 7.5%OR FLATTER RECOMMENDED FOR DESIGN! MAXIMUM OF 180 FEET ON CENTER, MAXIMUM EACH WAY UNLESS SIDEWALK GRADE BREAK FORMWORK (8-3%MAX.)- SEE NOTE 7 DOWEL DIAMETER = T/8 (IN) OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. PROVIDE * * * * CURB RAMP 15" LONG SMOOTH DOWEL © 18" O.C. PREMOLDED JOINT FILLER FOR EXPANSION JOINTS ABUTTING CONCRETE *CURB318" (IN) EXPANSION JOINT (TYP,) •- T POURED JOINT SEALING CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, SIDEWALKS, PEDESTRIAN EE NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 c�CO� ��� 01 COMPOUND tag ��, AND OTHER FIXED OBJECTS. - � cuffs RAMP ' �ee�4+ �y v t CURB RAMP LANDING r�r 318" EXPANSION JOINT (TYP-) - 7 SECTION c n TO FIT DOWEL AND BE 6. BUTT JOINTS: FOR JOINTS AGAINST EXISTING PAVEMENT, PLACE 16" SEE STAND� STANDARD PLAN - 2 MIN. SECURED LONG DOWELS EIGHT INCHES INTO HOLES DRILLED INTO CENTER OF SECTION [ $ 1 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) 0 EXISTING SLAB. EPDXY DOWELS INTO HOLES WITH APPROVED EPDXY tALgNGINSIOERAD1uSATBACKOfWALKWAY) "CEMENT CONCRETE CURB RAMP TYPE a�°,��lo°1Is, -IT g��� ~ 1-1 4" MIN. COMPOUND. PLACE DOWELS PRIOR TO CONCRETE PLACEMENT FOR NEW PARALLEL B' PAY LIMIT - SEE NOTE 6 sraNAL � / CONCRETE. DOWEL SPACING TO BE 24 INCHES ON CENTER UNLESS "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A- PAY LIMIT - SEE NOTE 6 71 TYPE PARALLEL A PAY LIMIT ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT 4 0 3 0 2 B NO. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 r CD 00 04 CD 9) N AA W O 0 1 N Q M J ii DOWEL TO B CLEARANCE OTHERWISE SHOWN ON DRAWINGS. SAW JOINT AND FILL WITH JOINT ID„-�>(11r, 7:1[y ;�l�l Junl . -scouM 16 TOP 1 /8 NO SEALING LUBRICATED SEALER. COMPOUND PARALLEL CURB RAMP 1/4" MIN. FELT FILLER PER R-426813 T = PAVEMENT THICKNESS WSDOT STANDARD SPEC STANDARD PLAN F-40.12-03 9-04.1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION TRANSVERSE EXPANSION JOINT DEVELOPMENT ENGINEERIJitNG - STATE DESIGN ENGINaFt CONCRETE JOINT DETAILS 0 Wachinglon Stara Depnnmonra}Transporfotian w•s 1 yqi 12/20/2023 N TS W CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.231 JET SURVEYED: SCALE: Z. N A LL VERTICAL: NAVD 1988 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: HORIZONTAL: NAD 1983/1991 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE ONE INCH DATUM INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE J.TAFLIN J.GREEN IF NOT ONE INCH REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 SITE DETAILS Z Q DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING N0: C-1.4 W SHEET. 13 OF. 41