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Home My WebLink AboutR-3907130 C"J I 1 W LANDIN GRADE BREAK SEE CONTRACT PLANS - 4- 0- MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 318" EXPANSION JOINT (TYP.) -SEE - STANDARD PLAN F-30.1 D GRADE BREAK CURB, OR CURB` AND GUTTER - SEE NOTE 4 FACE OF CURB ' MEASURED PARALLEL J TO CURB (TYP.) J ID to z X w 1L m a SLOPE TREATMENT -SEE STANDARD PLAN F-30.10 ? NOTES A CURB RAMP WIDTH 4'- T MIN- LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1_ At marked crosswalks, the connectior between the curb ramp and the road - WIDTH - E MATCH CURB RAMP way must be contained within the width of the crasswa k markings. I LANDING � I WIDTH -SEE CONTRACT PLANS Y � I GRADE BREAK 2- Where "GRADE BREAK"' is called out, the entire length of the grade break G --, CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush - SEE CONTRACT PLANS - CEMENT CONCRETE r 4'- 0" MIN. SIDEWALK -SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp Where It COnrleCt5 to the roadway. TO SIDEWALK WIDTH 2'- 0" (TYP.) SEE CONTRACT PLANS - _ SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan 4' - 0" MIN. MIN- PLANS - 4' - 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and * 318" EXPANSION BUFFER WIDTH _ MATCH Pedestrian Curb details. JOINT {TYP.) - SEE - TO CURB RAMP DEPTH I CURB RAMP STANDARD PLAN F-SD.SO (TYP-} 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I � � I I GRADE Contract Plans for width and placement of sidewalk. BREAK TRANSITION TO SIDEWALK BUFFER, IF " u 6_ The Bid Item "Cement Concrete Curb Ramp Type -" does not include the PRESENT, OR TO BACK OF CURB (TYP.) - adjacent Curt], Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE CONTRACT Paws :L;::::. ==:::: u u' 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. CURB, OR CURB ) g AND GUTTER - - PEDESTRIANTE CURB - the running slope of the Curt) Ramp Is allowed t0 exceed 8.3%. Use a I '1 DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single Constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet QD not include the FACE OF CURS SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER� - SEE NOTE 4 FC � DEPRESSED CURB AND GUTTER &Curb Ramps and Landings shall receive a broom finish- See Standard CROSSWALK 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 CONTRACTION JOINT;TYP.] - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain - FOR CURB RAMP LENGTHS GREATER THAN W - 0' PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4 - 0" MIN. OC. IPLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-48.10 .. ;1 SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15' - D" MA1{ (TYP) GRADE BREAK A 1.5 OR FLATTER RECOMMENDED FOR DESIGNIFORMwORK (z% MAX-) SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - 7-5% OR FLATTER RECOMMENDED FOR GRADE BREAK 1_ 5.0°I° MAX- 7i 7h DESIGNIFORMWORK (8.396 MAX.) TOP OF ROADWAY * * 9.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (IC% MAX.) LANDING CURB RAMP �+' 1 s l4 �P� OY 'i51/7` DEPRESSED CURB AND GUTTER -S SEE STANDARO PLAN F-10.12 ; SECTION [ A) y CEMENT CONCRETE CURB RAMP 'TYPE CEMENT CONCRETE CURB RAMP "TYPE P 286 Q� Q CEMENT CONCRETE PERPENDICULAR'A" PAY LIMIT - SEE NOTE 5 PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 f is ls� - PEDESTRIAN CURB - i SEE NOTE 4 DETECTABLE WARNING SURFACE ��• 7.clle�, Snrir 1� / SEE STANDARD PLAN F•45.10 i _ _ Jun 24 2016 7:29 AM T R- TYP- �. DEPRESSED CURB AND GUTTER - SEE NOTE 4 _ CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL (B j ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Csq mkr, J -T GU4U' e-. NS Awl 242016228 PM gTATE DESIGN ENGINEER MI nn Washington State Do pvmonl of Transpoolion NOTES 4- O" MIN� 4' - 0" MIN. - SEE CONTRACT PLANS A 318" (IN) EXPANSION SEE CONTRACT PLANS A At marked crosswalks, the connection between the landing and the 318" EXPANSION PEDESTRIAN CURB - JO NT (TYP } -SEE PEDESTRIAN CURB - roadway must be Contained within the width of the crosswalk markings. JDINT [TYP-] -SEE SEE NDTE 9 STANDARD PLAN F-30.10 T SEE NOTE 9 STANDARD PLAN F-30,10 LANDING t ' 2. Where "GRADE BREAM" is tailed out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. I 1 B SIDEWALK CURB AND GUTTER 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- ** C nances on any part of the Curb Ramp or Landing, or in the Depressed SIDEWALK Curb and Gutter where the Landing connects to the roadway. - 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan MEE SILK€ € €::.:: = F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter: and _EECURB AND GUTTER Pedestrian Curb details. CURB RAMP 1 CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" LN. - ` 4' - 0' MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and lacement of sidewalk- SEECONTRACT PLANS DETECTABLE WARNING SURFACE _ p SEE STANDARD PLAN FAS.10 SEE CONTRACT PLANS FACE OF CURB J � � FACE 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, o CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7, The Curb Ramp length is not required to exceed 15 feet {unless otherwise x shown in the Contract Plans). When applying the 15-foot max. length, C� 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 m 4-v"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 ❑ <�> CONTRACTION FOR CURD RAMP DLENG SINT )GREATER THAN SO OTROVIVE 4 PLAN F-30.1 COUNTERSLOP1r TOP OF walkway. CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN- OC- ° * `5�� RDADWAY S. Curb Ramps and Land ngs shall receive a broom finish, See Standard Specifications 8-14. w 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN ! j LANDING SEE STANDARD C CURB AND GLITTER - ¢ SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB - SEE NO-E 9 7 AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION { A j 4'-0" MN. 15' - 0" MAX_ (TYP.] LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION 15-D" MAX-(TYP.) 4'-D'MIN- _ 16-0" MAX. (TYP.) SIDEWALK GRADE BREAK * 1-59L OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CON RACT PLANS SEE NOTE 7 - GRADE BREAK DESIGNiFORMWDRK (2°% MAX.) a * 4Z t 7-5% OR FLATTER RECOMMENDED FOR DESIGNI SIDEWALK 7 , GRADE BREAK GRADE BREAK FORMWORK (8.3°% MAX.) - SEE NOTE 7 � l *tea 1k E * * �' L CURB RAMP III ,I PEDESTRIAN CURB - 31 318- (IN) EXPANSION JOINT (TYP.) - SEE NO-E 9 LANDING 1 SEE STANDARD PLAN F•30.10 R �� CURB RAMP CURB RAMP LANDING L 318" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION (B ] (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT -- SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT SECTION 0 (ALONG INSIDE RADILS AT BACK OF WALKWAY) "CEMENT CON CRE-E CURB RAMP TYPE PARALLEL B" PAY UMiT - SEE NOTE 6 7' OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT WASy0 ��'C>7 o �O 27460 O°o �`/STF- SS�N �AL°°�� 08/14/2017 N0. UT AsHz ts, oy zasaD a �4' CIS TE4� rsI0NAL Julien, Scnu Jun 242p1G7:lr}AM c-;ssr PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ownekia, Ter 4•+�4 r S run 2q 2(116 2:27 PM STATE 4 EMGN ENGINEER T Washington Scala UepvAmenl of Transporlolivn REVISION NOTES A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of -~ 6� C MIN' MAX. CURB RAMP, LANDING, CUT- SURFACE (DWS) _ the DWS requires a Concrete border around the DWS, a variance of up to 2 inches A 1,80" 247 THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted- B 0.65° - l 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 corners of the DWS panel placed adjacent to the back of the curb, and ---- D o-s" s-4D° 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 2 - O" MIN- - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E 0.z" D.z" TYP- OF ALL requires a concrete border around the DVVS, a Variance of up to 2 inches from the �1 APPLICATIONS back of the curb is permitted (measured a1 the leading Corners of the DWS panel). l►�] ..... TRUNCATED DOME SPACING SECTION -- --- _- ........ 3. The rows of truncated domes shall be aligned to be perpendicular to the grade SEE NOTE 3 SEE STANDARD SPECIFICATFONS ' FCR COLOR OF SURFACE ! break at the back of curb. TRUNCATED DOME DETAILS 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP, LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the o a 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 � WALKWAY t3. 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 '1 THROUGH (TYP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING y wo SURFACE (DWS) - WIDTH OF CUT -THROUGH ❑ - SEE NOTE 4 CURB RAMP (TYP.) - - - BACK OF CURB 1 w L FLARE FLARE 2' _ D" - 2` - 0' MIN - SINGLE DIRECTION CURB RAMP ``� m BREAK BETWEEN CURB AND ------- (GRADE MIN LANDING <_ 5 FT- FROM BACK OF CURB) [SEE ROTE 6] DETECTABLE WARNING `r4� DETECTABLE WARNING - LANDING BACK OF CURB - SURFACE (DWS) - 1 SURFACE (TYP.) - DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 BACK OF CURB - a I TRAVEL WIDTH OF CURB RAMP CURB RAMP BACK OF CURB - SEE NOTE 2 m ll PERPENDICULAR CURB RAMP SEE NOTE 2 WALKWAY WIDTH (SEE NOTE 6) ISLAND CUT -THROUGH 2' - ❑' MIN. MOTH OF CURB RAMP, DETECTABLE WARNING LANDING, 4R WALKWAY SURFACE (TYP.) -- - C I tT DETECTABLE WARNING SEE NOTE 3 `, 5Of WAS l� SURFACE (DWS) - SEE NOTE 3 HI�� - BACK OF CURB - L -:" / BACK OF CURB -- SEE NOTE 2 SEE NOTE MEDIAN CUT -THROUGH �ti SINGLE DIRECTION CURB RAMP DETECTABLE WARNING II WIDTH OF SHARED - (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - Y m USE PATH OR 0A �$c asaoR�D� LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 � i I STV (SEE NOTE 6) t M CURE RAMP - CURB RAMP WALKWAY LANDING r WALKWAY -- i DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH CIF LANDING PARALLEL CURB RAMP (SEE NOTE 6) 4 a rnaT� a T-TFFLL DUTFRLL TC STREPn d4NP N() a TOP 7 OR 8 EQUAL SPACES g -DIRECTION OF FLOW SECTION O RAIL -y 2 bD PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING SLOT -SEE DETAL AND NOTE 1 A SECT10H Qe WALKWAY (TYP.) ,r ty WIDTH OF CUT -THROUGH SHARED -USE ll2 1Scott JulSul 2016 4:25 PHI (TYP) 'PATH OR r WALKWAY DETECTABLE WARNING ROUNDABOUT SPUTTER WALKWAY ISLAND PAVEMENT SHOULDER EDGE FSTANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE {DWS}- c.Vt"r•r°ff SEE NOTES 4 & 5 &tea, ti, 1520162 MPN Amk STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION _.-'Nos h i n gf- state Depot...I ar Traasporlolion 1 1 11i" BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of belt -down slats varies among different manufacturers. ISOMETRIC z- Refer to Standard Specification 9-05.15(2) foraddisiorral requirements- 3 Unless otherwise specified, vaned grates shall be used with standard frame in the travel way. gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. Y PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 DEPARTMENT VANED GRATE MARCH 2008 SURVEYED: DESIGNED: D.L. OFFE, P.E. DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF IWO RENTON Planning/Building/Public Works Dept. NE 6th STREET FLOWLINE ELEVATION FLOWLINE SLOPE 2.2 6% o 7.5% `6 0M 0-) LO � 0 D O o 8_� �cb �b `) a 4 6'-4" 9'-Y GRADING ADA RAMP SW CORNER NE 6TH STREET & ILWACO AVENUE NE SCALE: 1 "=5' R-390713 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` % SURFACE WATER UTILITY ,,11IL C1 J LO Nt 1 D A LJ W T C) J CM O O O 1 (Fitz -James 08/30/2017 rstraka 09/01/2017 Q MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC DETAILS 522 HOQUTAM AVENUE NE RENTON, WASHINGTON J In I- Ir DATE: O FIELDBOOK: PAGE: DRAWING NO: LU SHEET: 1 Z OF:20 J