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HomeMy WebLinkAboutR-400609NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. Irr W Z Irr O `U Z a 2 W W 0 CO O O S N O IF\ W Q I O Cn O col Q O O W O C3 m I C, Q Z �S N O 0 C) N Ld Ld NOTES A CURB RAMP WIDTH r - 0' MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH r - o•• 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 g 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 - 1 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- c - 0" 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 WADTH 2•-0' SIDEWALK- SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - I MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan 4'- 0" MIN. PLANS -4' - T 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 1 TO CURB RAMP DEPTH 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See &8" EXPANSION CURB RAMP STANDARD PLAN FJ0.10 I RYIP) Contract Plans for width and placement of sidewalk. JOINT(TYP)-SEE I I STANDARD PLAN F-30.10 GRADE 6. The Bid Item "Cement Concrete Curb Ram Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF P YP GRADE BREAK "• V adjacent Curb Curb and Gutter Depressed Curb and Gutter Pedestrian PRESENT OR TO BACK OF CURB TYP. - P SEE CONTRACT PLANS • „ Curb or Sidewalks. * t::tt�t:lt:lt:: • * * * tsast •It:: *� - 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, AND GUTTER ^ CURB, OR CURB PEDESTRIAN CURB - ) g SEE NOTE 4 AND GUTTER - I SEE NOTE 4 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 F45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F4b.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. L9. 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 F 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 LLPLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'. 0" MIN. OC. PLAN VIEW m TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE- (SHOWN WITH BUFFER) SEE STANDARD PLAN F48.10 SLOPE IN EITHER DIRECTION i] 4' - 0" MIN. 15' - 0' MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER * DESIGN ORMWORK RECOMMENDED D FOR SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE T COUNTER SLOPE - 7.5%OR FLATTER RECOMMENDED FOR 50%MAX. ** DESIGNIFORMWORK(10%MAX.) SEE STANDARD PLAN F-3010 * GRADE BREAK * * TOP OF ROADWAY 9.5%OR FLATTER RECOMMENDED FOR �� * * * DESIGNIFORMWORK (10%MAX.) OTT Z� l S0 OF WAS9/l�'� LANDING CURB RAMP \ \\`-� DEPRESSED CURB AND GUTTER ^ 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP "TYPE 90 ,F 5 O tub CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT- SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT- SEE NOTE fi F-.1/0 FOl ST40F\� PEDESTRIAN CURB - SEENOTE4 _ Im NA SEE STANDARD PLAN F45.DIET CTABLE WARNING R0FACE- - - - `1 '//( /1�112. 1G'1:20 AM ` PERPENDICULAR DEPRESSED CURB AND GUTTER - CURB RAMP SEE NOTE _ STANDARD PLAN F-40.15-03 CEMENT CONCRETE CURB SHEET 1 OF 1 SHEET AND GUTTER -SEE NOTE 4 APPROVED FOR PUBLICATION e-,,,, t . fiw m'P� o`ist�trN ISOMETRIC VIEW ISOMETRIC VIEW � CURB RADIUS DETAIL OB TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT I/ w..n.eree sxere o.p E,m,.m�r TA,,.P=�=n.. NOTES A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B O MIN. MAX. DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of cuae RAMP, uNOING. cur- SURFACE (DWS) - the DWS requires a Concrete border around the DWS, a variance of up to 2 inches A 1 80" Z,10'• THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. --- - ---- B 0.65^ - T T I 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the p e D'T c D45^ oso" two leading comers of the DWS panel placed adjacent to the back of the curb, and .i-- -- D D.9'• too^ BACK of cuae - with no more than a 2 inch gap between the DWS and the back of the Curb measured T TRUNCATED DOME SEE NOTE z 2' - o"MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E 0.2" 0.2" 1111111j1111111TYP. OF ALL requires a concrete border around the DWS, a variance of u to 2 inches from the APPLICATIONS P SECTION O back of the curb is permitted (measured at the leading corners of the DWS panel). 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 MATCH TO WIDTH OF CURB RAMP CURB AND GUTTER LANDING, CUT -THROUGH OR 5. If curb and gutter are not present such as a shared -use path connection, the w WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL c2 m 6. See Standard Plans for sidewalk and curb ramp details. LANDING OFFSET CURB RAMP BEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at uNOING the bottom of the ramp and within the required distance from the rail. WALKWAY WIDTH OF WALKWAY B. When the grade break between the curb ramp and the landing is less than or equal to iv"a:r WALKWAY WALKWAY �{ LMDTH of cur- 5 ft. from the back of Curb at all points, place the Detectable Warning Surface on the THROUGH bottom of the curb ramp directly above the grade break. +" DETECTABLE WARNING SURFACE (DWS) - a :: WIDTH OF CUT -THROUGH O + SEE NOTE 4 CURB RAMP " :•• •: (TYP.) z ` BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE FLARE 2'-0^ 2'-o"MIN. (GRADE BREAK BETWEEN CURB AND MIN. LANDING 5 5 FT. FROM BACK OF CURB) c (SEE NOTE fi) DETECTABLE WARNING DETECTABLE WARNING C BACK OF CURB - Q LANDING SURFACE (DWS)- SURFACE (TVP) - DIRECTION OF BEE NOTE 2 '- IIII BEE NOTE 3 SEE NOTE 3 C TRAVEL WIDTH OF CURB RAMP BACK OF CURB - CURB RAMP m BACK OF CURB - SEE NOTE 2 VADTH OF PERPENDICULAR CURB RAMP SEE NOTE 2 WALKWAY WALKWAY (SEE NOTE 8) ISLAND CUT -THROUGH -U'MIN WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING. OR WALKWAY SURFACE (TYP) - COTT •' +" DETECTABLE WARNING [\\ SEE NOTE 3 5 q1 WAS# +" SURFACE (DWS) - SEE NOTE 3 I�� ---- ---- . q� /y F� " BACK OF CURB - BACK OF CURB - $A SEE NOTE 2 i SEE NOTE 2 MEDIAN CUT -THROUGH SINGLE DIRECTION CURB RAMP a z DETECTABLE WARNING ry WIDTH OF SHARED- 9 (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - - USE PATH OR O� 9 .......... o LANDING > 5 FT FROM BACK OF CURB) SEE NOTES V. 8 ] WALKWAY (TYPJ1 FJ, �018T81•e G\� (SEE NOTE 8) f � 9 yONAL CURB RAMP CURB RAMP WALKWAY LANDING WALKWAY Zeller, Scott rvDP; OF CUT -THROUGH PATH OR USE 1 it 12 20I l 4:2i l'M WALKWAY DETECTABLE WARNING I U U U UROUNDABOUT SPUTTER SURFACE x ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 RAIL to SHEET 1 OF 1 SHEET DETECTABLE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 :::••::::::: PATH OR SURFACE (DW$) - q��.��� n•'' c.P•x.,xm • • • •• WALKWAY SEE NOTES 4 8 5 vta'"�•• %`De A axs°rN SEE NOTE 2 WIDTH OF � LANDING sxnreoesiox sxo"sex PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION w..nlrNrex sxm. o.Pe.rx,.,,x er T,.x.Pe.renex (SEE NOTE 6) NOTES H SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not M MATCH - 4 0• MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS MATC2. At marked crosswalks, the connection between the Landingand the WIDTH - 4' 0" MIN. - PEDESTRIAN CURB - • SEE CONTRACT PLANS SEE NOTE 10 CURB RAMP roadway must be contained within the width Of the crosswalk markings. 3I8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT - SEE STANDAR SEE NOTE 10 MATCH SIDEWALK WIDTH ^ 4' 0" MIN. between the two adjacent surface planes Shall be flush. SEE CONTRACT PLANS PLAN F-30.10 LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ANDING SIDEWALK - 3I8" (IN) EXPANSION JOINT -SEE + PEDESTRIAN cuRe - ances on any part of the Curb Ramp or Landing or in the Depressed SEE NOTE fi 5' -O" MIN. F R. STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) B s -o" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan AA - - - - � i m A _ _ _ _ _ i x F"10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and H* 3" R. ILL Pedestrian Curb details. 5• - Y MIN. 3" R. b 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 0 SIDEWALK- Contract Plans for width and placement of sidewalk. SEE NOTE 6 v U I- 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP -SEE -/,7 + DETECTABLE WARNING SURFACE BUFFER a C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS C SEE STANDARD PLAN F48.10 STRIP SEE STANDARD PUN F48.10 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 9t 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 10 TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet. 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 10. Pedestrian Curb may be omitted if the ground surface at the back of the DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 15' - 0" MAX SEE STANDARD PLAN F46.10 1s - T MAx (TYP. 15 - o. MAX (TYP. Ramp or Landing and there will not be material to retain. (TYP) SEE NOTE 8 SEE NOTE 8 O GRADE BREAK GRADE BREAK GRADE BREAK SEE NOTE 8 GRADE LEGEND GRADE BREAK BREAK GRADE BREAK COUNTER SLOPE SIDEWALK- SIDEWALK - SLOPE IN EITHER DIRECTION SIDEWALK- 50%MAX. SEE NOTEfi SEE NOTE SEE NOTE 6 * *a TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR ROADWAY --� * _ -- * DESIGWFORMWORK(2%MAX.) 7.5%OR FLATTER RECOMMENDED FOR DESIG WFORMWORK (8.3% MAX.) CURB RAMP LANDING DEPRESSED CURB AND GUTTER - CURB RAMP CURB RAMP SEE NOTE 7 l\\ SEE STANDARD PLAN F-10.12 LANDING SCOTT 2Ef \ ^ A 1 01 WASHY SECTION OB 'Se'k SECTION O 1 CONTRACTION JOINT O (TYP) - SEE STANDARD PLAN OVIDE (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- O' MIN. OC. ¢ "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP 9o'AB A�01 ST4•Atio \� TYPE SINGLE DIRECTION A" PAV LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - 'rg �G SEE NOTE 7 SEE NOTE ] TONAL 1' 1" (IN) RADIUS DETECTABLE WARNING SEE_M Zeller, Scott ••• •••• STANDAR PLAN -, it./•"(-/(_ tun 242016 ]:21 AM • CORNER """ - •••••• STANDARD PLAN F4fi.10 .. ......... PEDESTRIAN CURB •••••• SINGLE DIRECTION DEPRESSED CURB AND CURB RAMP GUTTER -SEE NOTE 5 go- ANGLE STANDARD PLAN F-40.16-03 RADIUS MAY SHEET 1 OF 1 SHEET VARY APPROVED FOR PUBLICATION 1'-0" L/4n ,m, xu x"ezxs.m ISOMETRIC VIEW ISOMETRIC VIEW TYPE SINGLE DIRECTION A DETAIL OC TYPE SINGLE DIRECTION B TT� we.nlr,.rer, score Eo.p E,m,.m ertA,,.P=nen", PAY LIMIT PAY LIMIT I/ r} Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) r SAMUE< P of WASy/4 P �1 �� 1 i.7► �6NAL 6/Z5/ZOZ/ D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - Ah AVENUE KIRKLAND, WA 98033 O 425827.3063 F 425.827.2423 -BAND' OR BETHANY CORNER NOTES 1. IM D ENS ONS FOR THE PART T S USED 0 ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2` (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. PERFORATED 3 STEEL SQUARE HA T TH Q L POST SHALL MEET E REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED ROADWAY 90 30'� 4' MIN. T EDGE OF NUN FOR REFLECTORIZED SIGNS: MOUNT „ FACING Y(degree) OUTWARD IF SIGN ;ALVANIZED BOLT WITH IS WITHIN 30 FEET OF ROADWAY GALVANIZED WASHERS. SIGN FACE ORIENTATION 2" SQUA METAL POST z U O U1 I T P F AN H SIGN POST (LOWER SOLAR � � TUBE) 0:: FINISHED j nD UN z LINE LOWER SIGN 5/16- (IN CORNER BOLT POST SUPPORT Oh 3/6" )(IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS 2 REQUIRED (TYP.) ' Z BOLT STOP m -, ICN POST >` TYPE ST-4 SIGN SUPPORT t LOWER SIGN POST SUPPORT •-• 2.25" (IN), 7-GAGE, HOT -DIP GALV., IN. HEAVY-DUTY ANCHOR LAM COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 PUBLIC WORKS METAL POST DEPARTMENT APPROVED: d O ADOPTED v TYPE 'A' 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST 1/2" 0 45' CHAMFER ALL EDGES- (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER ED CRUSHED SURFACING TYPE ,B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/4„ GALVANIZED STEEL HASP FOR LOCK 2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30" AN D PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"0/8" JOINT MATERIAL CONCRETE SIDEWALK 18'12" 12' NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD T O ADOPTED CITY OF RENTON STANDARD PLANS T O IST DATE: 04/04 .._..._. _.. nWr NALAF• wn91 CP PAC'F• (-In�l1 6 RAISED EDGE DETAIL 1 -0" 6 SIDEWALK LEVEL ..J 1/2" E7(7END SIDEWALKTRANSVERSE JOINTS TO INCLUDE RAISED EDGE 3/8' (IN) PREMOLDED JOINT FILLER 1/2" (IN) R. TYPICAL WHERE APPLICABLE ROU DING 2.0% 1 1/2" (IN) R. (TYP.) ,'• • I FOR CURS DETAILS 1.5% SEE STD PLAN 101 1' (IN) R • ►. • P'. 1`t : �P ..• • -- _ STING ROADWAY 2 R C USHED ROCK HAS SEE RAISED EDGE I - 1' -0' SIDEWALK DETAIL -THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE(CSTC) ALL CUTMIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR SLOPESWITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY 1/2' (IN) R. (TYP.) ENGINEER) TYPICAL UNDER ALL CURB, GUTTER 11 SIDEWALK CSTC UNDER SL _2.0% 1 1 5% FOR CURB DETAILS CURB 5 GUTTER TO BE 5'THICKNESS OR ASP s - SEE STD PLAN 101 ATCH ROCK BASE, WHICHEVERING RIIS GREAT R ((TYP.WAY DFOR jt °F1p- • ° ALL CURB a GUTTER). iF FINISHED GRADE 1 IN BELOW 1 _ 2'p SIDEWALK - TOP OF CONCRETE SURFACE ADJACENT TO CURB MIN e -0" V-0' 12' (IN) R. (TYP.) I I ROU DING • I 1, 2.a% 1 1.5% FORCURPLAN IM SEE srD FUw 101 BRIDGE OR PEDESTRIAN�vn�P- 1•k. rL RAILING S�1'H 4 y FOR cuRe DETAILS ADJACENT TO CURB � L s 1 = } BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) `.: CONTRACT PLANS �--WALL OR BARRIER _, (i L 1_(11 U r, / I 12" (IN) R. (TYP.) / / I SIDEWALK 1 ;� FLUSH 1.5% L zl. IL a _ II 112 N) FL VERTICAL WALL- -` SEE DETAIL ► • • J 3/8" (IN) PREMOLDED a ►' 1 S .. JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PRe(MNtiLDED JOINT FILLER FOR SIDE - �' h - 1, BUFFER STRIP }� ~ �I.; TREATMENT sloewAuc SIDEWALK ADJACENT TO WALL DETAIL T ..1� SIDEWALK (SEE NOTE 10) +,� I 12' IN R. ti:4 LL L SECTIONS - ( ) _ '.. 1.5% CTVP) FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 - �I ] • 1)0 j OR MATCH FINISH 4" WIDE. SMOOTH tiTROWELED PERIMETER FINISHED GRADE 1-(IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ,�r 1 1Vj e'_Y /CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP i ~ �\ - (cuRe AND GLITTER sllowN) FOR CURB DETAILS SEE STD PLAN wi 'l (,` NOTES / y. \ ., % - /1A•TO tM• 1:�1 1. Four feet of the sidewalk width shall be the minimum pedestrian j%�� CONTRACTION JOINT • • ' IN SIDEWALK ONLY ► l• , accessible route )PAR) free of vertical �%' •� • �. r and horizontal obstructions. Gratings, Fv" �.�i • ••! 4 1, Access Covers, Junction Boxes, ` �� FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other s i� CURB AND SIDEWALK (SEE STO PUN 101.1) ( appurtenances within the sidewalk ors' (C) CONTRACTION JOINT C,i_ must be flush with surface, and match grade of the sidewalk. \ JOINT AND FINISH ` DETAIL 2. Monolithic Cement Concrete Curb and "v • fr �2 • - Sidewalk Is not permitted in new For Other referenced NOTES see' �.. • •� ' • .e�; - - construction. When replacement work $TD PLAN 104.2 1 1 necessitates a Monolithic Cement Concrete Curb build per WSDOT ti -•.-) ti . PREMOLDE JOINT FILLER Standard Plan F-30.10.03 Paved surfaces must Comply with I', i_' ',•.r aI STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. PP EXPANSION JOINT n r .• _ , STD. PLAN - 102 =r, PUBLIC WOR • KS E C MENT CONCRETE'.. DEPARTMENT k5 rSIDEWALK PPfZU, ED: ;r ' e T 17 I 1y-., i 54 l C.-'. �� ��',� °,1'15':_i S ....- , ,i.. � �,= _ �•�': `Tit.'• A TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP & BOTTOM & (2).#4 VERTICAL (PER SIDE) 1/4" CHAMFER SURFACI CRUSHED SURFACING NOTE_ 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. TYPE 1" ® 45• CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE BOTH SIDES) i DEEP NOTCH ALL AROUND 1/2" 0 45' CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"0/8" JOINT MATERIAL CRETE SIDEWALK FIXED WOODEN BOLLARD Oti O ADOPTED CITY OF RENTON ♦ y� STANDARD PLANS 1ST DATE: G4/04 _,- „- ----- -..Y .--. nV'J(: NANAF• 1-1099 GP P4rl:7. Nn,)? 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12>14>20 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1>15>21 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5>9>21 DRAWN: CWA ONE INCH DATUM Y� r�l 11 RECORD DRAWINGS JSM 6.25.21 CHECKED:AT FULL SCALE JSM es vs�s IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVEDSCALE ACCORDINGLY M• ' IA! C TY OF =� RENTON Planning/Building/Public Works Dept. u' 8 u� 6 3 U 6 L i �zy E C L J ul 9 Lu y UI Q NIA ,6 N Z U) N O 0UJ U U. w o N yF Z a Z W LU W Q W Q O W ? Y O 2 W LL O Q CD0 a'm Q _r17 81 X N Z M- r')W W EL t W 04 OZ J J LD m 0 "L U O OFa- O o W(D W_J a M J _= 3~ m JO Q a mW J W =5. 0 a ZaH W 3 m o O Q L o cna Q U 2 IY J UJ J a S O LL W W a m Z p W a m 2 JZ0 (� WO O FO In�W JLoll Jto0 a _� �O� Qvo aw3 °w (7J cilLU mH tnQ ��O u)0: (n0J Z 00, Z Tn ~~ D mm F (Fn W U71 � V) na W 0a0 0 LL_J 05� CI_ Q Z N C6 V lf1 (O Z f Z J y� `• U GROUND MOUNTED STD. PLAN- 134 PUBLIC WORKS STREET NAME SIGNS DEPARTMENT APPROVED: (FOR SPEED LESS THAN 40 MPH) 16 GATE NO PARKING FIRE LANE NO PARKING SIGN MUTCD TYPE R7-1 DETAIL: N TS AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD COND17/ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA7F° 051181202 1." T-400601 R-400609 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N (0 C) 00 I� W Z I� 0 DATE: BETHANY CORNER 11.29e16 FIELDBOOK: Z ROAD & STREET SIGN DETAILS PAGE: DRAWING N0: 16433 & 16451 111 TH AVENUE SE C9 RENTON, WASHINGTON 98056 SHEET A OF, 19 MW y W DRS PROJECT NO. 16062