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Home My WebLink AboutR-396222NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON N co I UJ W rr U J Q U ^W I��../^L� VJ Z Z W rr N E 0 0) 0 I 00 E N U N 0 3 r 0 I I Q r m Q U) C 0 L 0 T E E 0 U 0 0 U 0 U 0 i? Cn 0 D_ r- co i N i C .3 0 0 w A 4' - D" MIN. - SEE CONTRACT PLANS C3 CEMENT CONCRETE ::i PEDESTRIAN CURB - ErSEE NOTE 9 LANDING CURB RAMP CEMENT CONCRETE PEDESTRIAN CURB - LL I NOTE 9 m CURB RAMP DETECTABLE WARNING SURFACE - / C SEE STANDARD PLAN F 45.1D `` / / / MATCH SIDEWALK (4' - 0" MIN.) -SEE ol, CONTRACT PLANS CEMENT CONCRETE I DEPRESSED CURB AND PEDESTRIAN CURB _ 3/8" IN EXPANSION JOINT P. '- ( ) (TYP.) GUTTER -• SEE NOTES 4 & 6 SEE NOTE 9 - 1 SEE STANDARD PLAN F-30.10 CEMENT CONCRETE BUFFER STRIP (TYP.) - CEMENT CONCRETE CURB CURB AND GUTTER 6 D SEE CONTRACT PLANS AND GUTTER - SEE NOTES 4 & 6 SEE NOTES 4 & 6 DETECTABLE WARNING SURFACE- CROS WALK DEPRESSED CURB AND GUTTER- DETAIL SEE STANDARD PLAN 1-45.10 SEE NOTES 4 & 6 CURB RADIUS DETAIL PLAN VIEW TYPE COMBINATION WITH BUFFER 4'- 0" MIN. CEMENT CONCRETE SEE CONTRACT PLANS PEDESTRIAN CURB - SEE NOTE 9 _7 W LANDING NOTES 1. At marked crosswalks, the connection between the curb ramp and the roadway must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK' is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part 3" R. of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing (TYP) connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, 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, the running slope of the curb ramp is allowed to exceed 8.3%D. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included the abutting landing in the 15-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 walkway. 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 Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND SLOPE IN EITHER DIRECTION GRADE BREAK 15' - 0" MAX. (TYP.) 4'- 0" MIN. 15' - 0" MAX. (TYP.) * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) GRADE SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 * * 7.5% OR FLATTER RECOMMENDED FOR BREAK JC* COUNTER SLOPE TOP OF GRADE BREAK GRADE BREAK DESIGN/FORMWORK (8.3°/D MAX.) 5 0% MAX. ROADWAY f DEPRESSED CURB AND GUTTER -CURB RAMP CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMPLANDINGAND NOTE 6 1 C®v ��'t .3/8" (IN) EXPANSIONYP.) - SECTION OA SEE STANDARD PLAN F-30.10 SECTION 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- W PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. "CEMENT CONCRETE CURB RAMP TYPE A COMBINATION" PAY LIMIT - SEE NOTE 6 DETECTABLE WARNING SURFACE 15' - 0" MAX. SEE STANDARD PLAN F-45.10 SEE NOTE 7 CURB RAMP 4'- 0" MIN. T - 0" MIN. (TYP.) SEE CONTRACT PLANS SEE CONTRACT BUFFER PLANS STRIP TOP OF * ROADWAY .p D CEMENT CONCRETE CURB AND CEMENT CONCRETE PEDESTRIAN GUTTER SEE NOTES 4 & 6 CURB (TYP.) - SEE NOTE 9 SECTION B ISOMETRIC VIEW TYPE COMBINATION PAY LIMIT pp WASyf�� z �® 28680 �V4 �F �0I STUR� �� ssI®NAL Zeller, Scott Jun 24 2016 7:20 AM COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION CmrenL,,, Jeff �QTGfLCMZPIE. � J"n2920I6228PM �a STATE DESIGN ENGINEER Washington State Department of Transportation NOTES F A- 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, -I B C DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of I E MIN. MAX. CURB RAMP, LANDING, CUT- SURFACE (DWS) the DWS requires a concrete border around the DWS, a variance of up to 2 inches I THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. �� A 1.60" 2.40" f _ 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 corners of the DWS panel placed adjacent to the back of the curb, and E� D o.s° 1.40" BACK OF CURB - """"""""" with no more than a 2 inch gap between the DWS and the back of the curb measured Q - z' - U MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS T TRUNCATED DOME SEE NOTE 2 TYP. OF ALL E 02' 112" 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 O TRUNCATED DOME SPACING 3. The rows of truncated domes shall be aligned to be perpendicular to the grade SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. TRUNCATED DOME DETAILS 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 8. When the grade break between the curb ramp and the landing is less than or equal to 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 W SURFACE (DWS) - WIDTH OF CUT -THROUGH a o SEE NOTE 4 CURB RAMP J (TYP-) Of BACK OF CURB W SINGLE DIRECTION CURB RAMP FLARE FLARE ' m (GRADE BREAK BETWEEN CURB AND MIN. LANDING15 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNINC BACK OF CUR!B;- LANDING SURFACE (DWS) - SURFACE (TYP.) - W Y DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 TRAVEL WIDTH OF CURB RAMP BACK OF CURB CURB RAMP SEE NOTE 2 PERPENDICULAR CURB RAMP WALKWAY WIDTH OF WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING, OR WALKWAY SURFACE (TYP.) - JI, 0" MIN. URB - 2 ?' - 0" MIN. DETECTABLE WARNING SEE NOTE 3 I... A.tttt'cI 0 WAS& `L SURFACE (DWS) - SEE NOTE 3 BACK OF CURB - BACK OF CURB - SEE NOTE 2 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 r CURB RAMP WALKWAY LANDING r WALKWAY DETECTABLE WARNING BACK OF CURB SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 6) I � Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center PATH OR •�•• WALKWAY PEDESTRIAN RAILROAD CROSSING z SEE NOTE 2 MEDIAN CUT -THROUGH o Z p o iv WIDTH OF SHARED - Zia USE PATH OR ®:�40� cl STY�� WALKWAY (TYP.) sst®NAL G WIDTH OF CUT -THROUGH Zeller, Scott SHARED -USE Jul 12 2016 4:25 PM (T� P•) PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 ........... SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) ewenLeT,Jeff SEE NOTES 4 & 5 L"ns zoTe2_zePM STATE DESIGN ENGINEER w� PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation 1 thQAIAII11IDCARy Surveying Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com 0 1 AS -BUILT DRAWINGS NO. REVISION LANDIN( GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 3/8" EXPANSION JOINT TYP. - SEE STANDARD PLAN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER -SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) LU Z IX W LL m Z SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A NOTES CURB RAMP WIDTH -SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. LANDING I WIDTH - SEE CONTRACT PLANS Y I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- I ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. TO SIDEWALK WIDTH 2' - 0" (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * _ 4'- 0" MIN. * PLANS -• 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and 3/8" EXPANSION _ BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT TYP. - SEE w TO CURB RAMP DEPTH I CURB RAMP STANDARD PLAN F-30.10 I (TYP.)5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See vt I Contract Plans for width and placement of sidewalk. V, GRADE `I' BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the PRESENT, OR TO BACK OF CURB (TYP.) - " adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian SEE CONTRACT PLANS D w Curb, or Sidewalks. cc........... �� w 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, T AND GUTTER - I SEE PEDESTRIAN RIATE 4N CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a 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-46.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance of 15 feet. DO not Include the FACE OF CURB SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK SEE NOTE 4 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 O 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 8'- 0" PROVIDE 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 F-45.10 SLOPE IN EITHER DIRECTION GRADE BREAK DESIGN/FORMWORK 5 OR FLATTER RECOMMENDED MAX.) FOR 4' - 0" MIN. 15' - 0" MAX. (TYP.) * ° SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE COLA MAX. 7.5% OR FLATTER RECOMMENDED FOR * GRADE BREAK DESIGN/FORMWORK (8.3% MAX.) D * * TOP OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.)®�IT p. p. LANDING CURB RAMP vEL �pF WAit Syf��3� DEPRESSED CURB AND GUTTER - 1 SECTION SEE STANDARD PLAN F-10.12 OA a CEMENT COCRET CEMENT CONCRETE CURB RAMP 'TYPE CEMENT CONCRETE CURB RAMP "TYPE �0 $ 2868o PEDES RIIANNCURBE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 �� PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 A� �� -'cI STY�� SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER SEE NOTE 4 CURB RADIUS DETAIL ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT BID REIA 1INCLUDES SIOEWAIK RMIPS &'MIN. VAtOESISEENOtET) rNIN. ISEE NOTE S)) 18EE NOTE &) IO LF OF PAVED r ORNEWAY REQUIRED M-EXPANSION JOPJT (TY'P.) CEMENT STO. PLAN I011 CCEMEMERETE sroewALK SEE NOTE 5 } RAND WITR 1T11V SEENOTET CEMENT CONCRETE SLOPE ITYP CURBB1. YY I(.EE FGIGUTE E IR Yrca+mACTION.IOMT:I (SEE STOPI-19) PLAN VIEW (TYPE C3 SHOM, C1 & C2 & CaAA%SIMILAR) ISEE NOTE 9) VARES (SEE NDTE 10) &3%MAX SEE NOTE E 0-I. "MIN. 10' MIN C-MENTCONCRETE 1P AtIN. SIDEWALK N6' E%PANSINT (TYP.( SECTION OA (SEE ETD. PLONJOIAN IOiI SIDEWALK WIDTH _1 r DIFFERENCE IN SLOPE ur R( YPA DRIVEWAY W! SRNE SLOPE ISLOPC SNOWNE%AGGEW.TEO) Is _ t SI4 r'-1- �f Is" MIN• NEtTDIPE 6EEDETAKONSTDPLANIN2 SECTION OB .p-�� CEMENT CONCRETE �Y -N-UTTER }J IGEE NOTE 3) NHIC LELIENT cum & R CRETE JUL BTD PLAN 1. 21 SIOEWALK TYPE C2 - ISOMETRIC VIEW For NOTES see STD. PLAN 104.2 PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1, C2, C3, and C-MAX MEV 12-13-18 SURVEYED: LDC DESIGNED: MEV DRAWN: NC CHECKED: MEV BY DATE APPR APPROVED: MEV SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STD. PLAN - 104 VERDCsi: NAw IM HMZOMAL• t1AD IN13/1"I DATU V ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT RIDITEM(INCLUDESSIDEWAI_K WAPS� I EM EE EWALK �1 CCN TRUCTION JOINT RAI.IP WITH tIH 1V / SEE NOTEI CEMENT CONCRETE SLOPE ITYP.1 / B CUR6EENO�R Ye•CCNTRACTwxmINT (!WI JJJ I.EETD. PLAN t s1I PLANVIEW _VARIES ISEE NOIi t�) R 311.- SEE NOTE RITYPI .I r WAIN O'lAIN CEMENT CONCRETE fi'MIN DEPRESSE-UFE&GUTTFR BIDEY/ALK Le'E%PANSIOM JOINT RYPI (SEE NOTE 31 .tx� SECTION OA IREE STD. PLAN 1021 YI IDM DIFFERENCE IN SLOPE NVUt- DRIVEwAVWJP bltNE bLOPE ISLOPE bHOWN EXAGGERATED) t6Y. S,% . DPIVEvlAY rMIN r. I.nl DRNEWAYWIRELATIVE N - BE ON O NEGATNE SLOPE ISLIP, l SHOWN E-GGERATEOj CEMENTCONCRETE CURB & GUTTER (SEE NOTE 3) GEMENT DONLREE S ONDLITHL SOEWALI( CUR& JTTER ETAIL STD PLAN -.2, TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STD PLAN 104.2 ti Y o STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT PPR VED: ENTRANCE -TYPE R16 / 2 N f Ar[ -- -- - E MIN. VARIES ISEe NOTE T 6 Mu+-- (SEENOTE 51 (SEE NOTE R) to LF OF PAVED OP.PlEWAY REOUIREO ]16' EXPANSION /DINT (iYP.I (SEE STD. PUN I'+31 LE GONCF Sq I L � REE NOTES rc g�l C TY OF RENTON • Plan ning/Building/Public Works Dept. �J®NAL Zeller, Scott Jun 24 2016 7:20 AM C seN PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �1� Carpenter, Jeff �'4L7� rej, /"ND 1un292016228PM STATE DESIGN ENGINEER Washington State Department of Transportation W N Q IN co I T- Q J I OM • H AS-BUILT M DRAWINGS N COMPLIANCE WITH CITY OF RENTON STANDARDS W RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE COMMUNITY 17033 108THAVE SE, RENTON, WA 98055 NOTES AND DETAILS R-396222 U J DATE: OI� FIELD0.- O 8 - � 7�♦ PAGE: O DRAWING NO: DT-04 Z SHEEP: OF: 22 23