The URL can be used to link to this page

Home My WebLink AboutR-417929O v M v O NOTES A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A 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. I LANDING I WIDTH - SEE CONTRACT PLANS Y 9 I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - I 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4' - o" MIN. 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. CEMENT CONCRETE TO SIDEWALK WIDTH -2'- 0" SIDEWALK - SEE NOTE 5 (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 FLARE (TYP.) 3/8" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE Q, TO CURB RAMP DEPTH CURB RAMP STANDARD PLAN F-30.10 I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION I (TYP.) JOINT (TYP.) - SEE l " i V Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE "' "' 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF " GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) -• "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian .................... ......... * * * i� :... CURB, OR CURB CEMENT CONCRETE 7The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB otherwise in the Contract Plans). When applying the 15-foot max. length, AND GUTTER - AND GUTTER - I SEED NOTEA4 CURB - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a I 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. DO not Include the FACE OF CURB - SEE STANDARD PLAN F-45.10 FACE of cuR6 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL C 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. J 9. Pedestrian Curb may be omitted if the ground surface at the back of the o Curb Ramp and/or Landing will be at the same elevation as the Curb 7 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp Or Landing and there will not be material to retain. Z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE LU PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND 00 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) Z SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION 1.5 OR FLATTER 0 4'- 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK * DESIIGNTORMWORK (2% MANX.) D FOR SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 uo COUNTER SLOPE -• SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% MAX. * * 7.5 / OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(8.3% MAX.) *=a TOP OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK (10 % MAX.) LANDING CURB RAMP 4mm� PRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CFMFNT CONCRFTF CIJRR RAMP "TYPF CFMFNT CONCRETE M IRR RAMP "TYPF GEMEN I GUNGRE I E PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - 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 O FACE OF CURB 5 1f2' 1" 111 R. y - 7' r♦r 1 4 1 I TOP OF ROADWAY � r t CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 5 1r2-� FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1,12 1:24 TOP OF V2" R- ROADWAY � r t .6 T DEPRESSED CURB SECTION AT SIDEWALK RAMP$ 3+&' ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT s' CEMENT CONCRETE SIDEYVALKRAMP VARIES OR LANDING FROM 1 6"TOD I 6• � r 3fil" PREMOL DED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CUR13 SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF 1 T 1- In' R. ROADWAY 2" 1 I I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1041 FACE OF CURB FACE OF ADJACENT CURB ■ r p . +•' • GUTTER SURFACE • Imo`+ .•F PREMOLDED� JOINT FILLER E FULL -DEPTH EXPAANSION JOINT 1' R. TOP OF ROADWAY a 1 i I y a CEMENT CONCRETE CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES. 1. See standard plans 102 Sing 101.1 for curb oxpansion and Gantracti jDI+Ft *nclni 2" LVannon Joint sha![ be full depth, 31B" jln.) premaided Joint Filicl. 3. For Copressod Monoldhie Dfivoway Curb S Gutter Section, GBB Standard 3Kan 104.2 (PUBLIC WORKS SIEPART�fENS CI=MENT CONCRETE CURB1\ ASBU/LT NOTE ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT v oY WASy7�c l.k� �p2 0 ; -160 2868a O �� Fir STEM S/®NA1, Zeller, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff J?41#1CCi , fiW Jun 29 2016 2 28 PM STATE DESIGN ENGINEER Washington State Department of Transportation r' RAISED EDGE DETAIL V-0, 5 SIDEWALK LEVEL ,t 1� EXTEND SIDEWALK TRANSVERSE 1'•0• V - a, V2' Ft. I JOINTS TO INCLUDE RAJSED EDGE 3I8•(IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE pN) ROU DING 2.0 •► v I 1 12• IN R ( ) R. (TYP.) FOR CURS DETAILS • • 1.5% SEE STD PLAN 101 1'(IN)R. �f•�\N �" •S••r ... STING ROADWAY CRUSHED ROCK BAS , SEE RAISED EDGE 1' -0" SIDEWALK DETAIL -THIS SHE `TYPICJLL UNDER CRUSHED SURFACING TOP COURSE(CSTC) ALL` UT MIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR SLOPES WITH RAISED EDGE UNLESS REQUIREMENT WAIVED BY ENGINEER) 12• (IN) R. (TYPJ TYPICAL UNDER ALL CURB, GUTTER d SIDEWALK CSTC UNDER i.016 1 FOR CURB DETAILS CURB d GUTTER TO BE E THICKNESS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK Vi Oa pN�t1iR • • •.• .. r;r BASE, WHICHEVER IS GREATER MM. FOR ALL CURB a GUTTER). -�Ay'• • • FINISHED GRADE 1• (IN) BELOW 1 TOP OF CONCRETE SURFACE i 2'-0' SIDEWALK ADJACENT TO CURB ''11 0. MIN 112• (IN) R. (TYP.) JR.UDING 1 FOR CURB DETAILS _2.0% r 14% SEE STD PLAN 101 " r•`' BRIDGE OR PEDESTRIAN 5 RAILING -1-1 ) ADJACENT TO CURB Fort cuRe DETALs BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS-\/---NJALL OR BARRIER / 112• (IN) R. (TYP.) / I SIDEWALK FLUSH VERTICAL WALL - r , SEE DETAIL • - - ; B 378' (IN) PREMOLDED JOINT FILLER , ADJACENT TO CURB AND RAILING OR WALL B" (IN) PREMOLDED JOINT FILLER FOR SIDE STRIP TREATMENT SIDEWALKSUFFER SIDEWALK ADJACENT TO WALL DETAIL (SEE NOTE 10) SIDEWALK SECTIONS 1/2" (IN) R 1 (TYP') FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 ,P. \ GROOMED FINISH OR MATCH EXISTING • 0" 5• �� TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0, DI 10 61, ADJACENT TO BUFFER STRIP (E �., CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN FOR CURB DETALS UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL REINFORCEMENT SCHEDULE EXPOSED WALL REINFORCEMENT REINFORCEMENT HEIGHT HEIGHT "H" LAYER NO. TYPE LENGTH"L" (FT) 2 FT NO REINFORCEMENT NEEDED 3 TO 4 FT MIRAFI 5XT 2 4.0 FT 2.00 1 5.5 FT 0.66 5 TO 6 FT 2 MIRAFI 5XT 5.5 FT 2.00 3 5.5 FT 4.00 NOTE: GEOGRID ELEVATION TOLERANCE t .5' (ALL DIMENSIONS ARE IN FEET) N S. Q OF WA, 47016 ►STEM INAL FENCE/RAIL WHERE REQUIRED n I KEYSTONE COMPACT BLOCK OR EQUAL I I 8"1 D BLOCK (TYP.) I I II TRACT G I 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) 1 I I- - - - - - - - - LAYER 3 6. GEOGRID (SEE REINFORCING SCHEDULE) GENERAL NOTES (MAX.) GRANULAR STRUC 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 32 / (SEE NOTE 10) 2) REFER TO REINFORCING SCHEDULE FOR GEOGRID LENGTHS AND ELEVATIONS. _ _ _ _ _ _ -PLAYER 2 3) GEOGRID ELEVATION MEASURED FROM TOP OF CRUSHED ROCK LEVELING PAD. 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED 4) GEOGRID LENGTH "L" MEASURED FROM BACK OF FACE UNIT. V., .• . POINT OF DISCHARGE LAYER 1 1A'(MINJ----------- 5) GEOGRID SHALL BE INSTALLED BEHIND WALL WITH MACHINE DIRECTION (STRONGEST AXIS) PERPENDICULAR TO WALL.6. r' 6) GEOGRID SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL. 7) GEOGRID SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED TO MAINTAIN TENSION BEFORE FWT COVERING WITH STRUCTURAL FILL. COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED 5/8"CRUSHED ROCK LEVELING PAD (TYP.) 8) PROTECT GEOGRID FROM CONSTRUCTION DAMAGE PER MANUFACTURERS SPECIFICATIONS. CONSTRUCTION BY GEOTECHNICAL ENGINEER (TYP.) EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOGRID. ANY GEOGRID THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOGRID AT CONTRACTORS EXPENSE. KEYSTONE COMPACT BLOCK WALL 9) KEYSTONE BLOCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 10) STRUCTURAL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS AND COMPACTED TO 95% OF THE SOILS MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE MATERIAL SHOULD BE WITH IN 2%OF THE SOILS OPTIMUM AS DETERMINED BY THIS SAME STANDARD. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 11) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED! Terra KEYSTONE BLOCK WALL DETAIL COMPACTION EQUIPMENT. ,,,,,,., - PLANTING 3ED5IUNDISTURUEQ UNDISTURBED TURF(LAWN)AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 I'll .I'll 111 I II I GRASS: SEED OR SOD iiI 0' I.4 I1 i_ �, y-1..T• J11E' f� .._ / UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS i IJRf ILA4'JN? AT;LAS 3"4` ARSDRIST WOOD CHIP MULCH, // � lj r SEE 51'tl. PLAN 262.6G 0„ GRASS' SEED OR ^aODPAR a II II I III I JIIIII 3" OF COMPOST INCORPORATED I I 1.75' OF COMPOST 111NICORPORATED INTO INTO 5"OF SITE SOIL (TOTAL ._ �) {-• l 625" OF SITE SOIL ITOTAL AMENDED DEPTH AMENDED DEPTH OF D.5', FOR A - - I I ^^ I •') - ! OF 9.51, Fdt A SETTLED DEPTH OF a-) SETTLED DEPTH OF B- I l ll••11= - - a"1- � 113 -, SUBSOIL SCARIFIED 4' BELOW SLIBSOFL SCARWIEb 8' BELOW r- rl.'� COMPOST AMENDED LAYER COMPOST AMENDED LAYER �•r ( I2' BELOW SOIL SURFACE) (12- BELOW SOIL SURFACE( 0 s / SEE STD PLAN 101 � 0"- ' 3'<' AiiBORIST WOOD CHIP 5 06 MULCH, SEE STD. / PLAN 2SZ,50 NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian• CONTRACTION JOINT IN ONLY►J • • •' accessible route (PnR; free of vertical and horizontal obstructions. Gratings, , ► • �• ro : ►' • ; R 13" IMPORTED TOPi MIX Covers,JunctionBoxes Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH , • (C4h1 Cable Cable Vaults, Pull Boxes and other �- `lk> CURB AND SIDEWALK (SEE STD PUN 101.1) DEPTHy appurtenances within the sidewalk must be Hush with surface, and match grade of the sidewalk. -sue � 3J8 JOINT AND FINISH DETAIL C CONTRACTION JOINT 12, OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS _ 7 URF(L.AWN) AREAS 6" 2. Monolithic Cement Concrete Curb and 7. • rJ '• �' • �� T ilk' Sidewalk Is not permitted in new For other referenced NOTES see • r ' ••• R °; SU2SOLL Is - construction. When replacement work STD PLAN 104.2. • SCARIFIED S' _ necessitates aMonolithicCement Concrete Curb build per WSDOT PREMOLDE Standard Plan F-30.1 G-03. Paved surfaces must comply with JOINT FILLERE FULL DEPTH BELOW IMPORTED TDPSOfL MIX = - - I - r- 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE STDPLAN - 102 ' DEPARTMENT SIDEWALK PUBLIC WORKS � � DEPARTMENT f 4-41 t 0111 THE ASBUIL T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACORATEL Y REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REV/ENED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE N4TH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /5 IN ACCORDANCE WTH THE OBSERVED FIELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFOREq YOU DIG! 1 1 CONSTRUCTION RECORD DRAWINGS REVISION wbm ii n U1 �rr4�11LJ1•I+R �-. • I � u P y L ion oil lcn 41•�� !!E rr+al • dM1+a 7 Alin n 3dr CEmnuc�m mr fSl „rile i�i>'ea• r•�a+lir•�r • I • {a}•iirirl a+rt � • } �Fit:•'�IPrYJ.�R/I�ITNPF nFlf �S'1014i T4 ta7.91 nti�M7Mr dl!•�f7+%"�• Cl�. a i I �Ip rr rr��L. Wl 7O RMoo ,Ir •+M,,• .: �'�, r 3lfw' iov '' 4ryl� R IrH lIC�1 raL �1sIQ 7T L•A.Yl7 area, piI [1s P6 rLM 1Q• dl'ZIDII + rAtw�11 L a arm. a x°P! L 'L.h Lerr•.,.•rrr� �.�-w - - ai rwL�lEino•r.•e�l•R1L 11. 1y4 r w F•F� . ._F. ..• as IF *Lik GRASS; SEED OR SOD NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION MPACTS. 61 IhTI'9f(7ED�'� TOPSOIL MIX GENERAL NOTlS: scam"r•' 1COMPAGTED DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 2d2.11 SCARiFIF❑ 8" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLE% OTHEI✓WISE Ni 00.AWING 15 NOT T4 SCAL.E (NTS) STD. PLAN - 264.00 P`Ugj•JO WORKS -AP-Pi SOIL AMENDMENT SECTIONS GAZ �Izslzozs * DEPARTMENT DATE MEM 2/13/24 HHH LENN R SPRAGUE P. SCE. AS NOTED DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH CHECKED: HOLLI HEA VRIN AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: HOLLI H. HEAVRIN P.E. VERTICAL• NAVD 1985 HORIZONTAL: HAD 1983/1991 DATUM lacc, mcnin3) T'yPE P 10 = I I► TAIr° tJipi.' �Ief� 51151 N 11AL , V417 •1 II I: F f I FL L CEMENT NCRETC ORFVEMIIIJl Y ENTIRANCIE - TYPIM R-18 CITY OF- RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE FOR NOTES 41U Fi 11_- 4 PLANNING DESIGN SURVEYING Silli pIAN- 104 1 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 PPRw�a: R-417929 LF IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 L/NCOLNAVE NE, RENTON, WA 98056 ROAD STANDARD DETAILS M O N v M O O O Z DATE: 211.3124 V FIELDBOOM PAGE: DRAWING NO: C3.41 SHEET: OF: 29 107 CONSTRUCT/ON RECORD DRA WINGS