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HomeMy WebLinkAboutR-411023EXISTING ASPHALT _ PAVEMENT SAWCUT (SEE FOIE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE T), OVER S" CRUSHED ROCK RESIDFNT{AL STREET MINIMUM 4" HIJA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK 1 V MIN. (SEE NOTE 2) NOTES: I. MUST MATCH EXISTING THICKNESS 1F GREATER 2, SAWCUT SHALL BE POSITIONED 1' - 4" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THL GUTTER FACE_ SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. �jI I ❑ ° # PUBLIC WORKS i DEPARTMENT - 7tc CURB AND GUTTER � REPL.AICEMENT DETAIL NEW CURB c GuTTER City of Renton Standard Plan 103 Curb and Gutter Replacement Detail DocuSign Envelope ID., 6EECF5B6-602A-4E4A-B43&A317AAOMB78 6' MIN.. SEE TOP OF BANK NOTE 1 ELEVATION CONCRETE CURS_ SEE 5XD. f3l_M 1131 8" MIN. S' F RE EBOA#ZD 7°w 1 STREET TOP OF PGr,DING TRANSITION ZONE SOIL, SEE NOTES 2 AND 3 -y 2"-DEPTH AIR6[]RIST WOM CHIP MLFLCH. BEE STD. PLAN 282 BIQFtETENTION 50rL MIX{ SEE NOTE 4 010"TENITION ADJACENT TO CUM ti MIN., SEE NOTE 1 SIDEWALK, DRIVEWAY, OR 6' MIN.. 1' MANG SURFACE FREEBOARD TOP OF; PONDING 7 ,• -- TRANSMON ZONE SOIL, SEE NOTES 2 AND 3 2'-4' 0EPTF1 ARROPusT WOOD CHIP MULCH, SEE STD. CLAN 252.69 UI iH@TENTiON SOIL MIX. SEE N07F 4 HIORETENTION ADJACENT TO SIDEWALK. DRIVEWAY. OR NOTES: 1. SH{ ULDERILEVEL AREA WIDTH TO BE 6-INCH MIN. IN AfR�AS 4VrTHOUT PARKING. PLANTINGS ALUACENT TO PARKING SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES COMPACT TRANSITION ZONE SOIi fMMED1ATEGY BEHIiSIO CURB TO 94y'„ MAX. $TANDARG PRQCTOR D NSnY [ASTM D139$]. 3. TRANSITION ZONE SOIL SHALL BE BIORETENTION SOIt MIX OR AMENDED SOIL PER GENERAL NOTE I. 4, t8" MINIMUM BIORETENTION SOIL MR PER STD, PLAN 262.60 TO TOP OF PONDING DEPTH GENERAL NOTES: 1. 901L AMENDMENT_ SCARIFY OR TILL SUBGRAOE TO 34NCH DEPTH. PLACE 3-INCHES flF TOPSOIL ON SURFACE ANt} TILL INTO 5-INCHES OF SrTF- SOIL SCARIFICATION [ICES NOT APPLY TO LINED FACILITIES, TOPSOIL $HALL RAVE A MIHIMLIM ORGANIC MATTER CONTENT OF 10% DRY 9WEIGI-fT IN PLANTING REDS AND 5% IN TURF AREAS, AND A pH FROM 6.0 TO $.G OR MATCHING THE pli OF THE ORIGINAL LJNDISTURUEG SOIL 2. SEE STO. PLAN 262.X FOR CURB CUTS 3. FOR FACILITIES WITH LINEfRE , PROVIDE LINER ANCHOR PER WSDDT SPECIFICATIONS 9•29_3(2}. 4. SEE CONSTRUOTION PLAN5 FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS GOIERWISE NOTED, 0RAWiNG IS NOT YU SCALE [wr%1 STIR. PLAN - 262.20 URIPUBLIC WORKS APPROV[p DEPARTMENT BIORETENTION - EDGE TREATMENTS GAZ 9/28/2018 I M1.kfc V,Sx+.s Amnilr¢n uATE City of Renton Standard Plan 262.20 Energy Dissipator :45 AN FACE OF CURB y6T s 1:24 TOP OF 112' fR. ROADWAY T� h: a f � 1 1'-5' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OFADJAOENT CURS FLUSH WITH GUTTER PAN AT SIDEVYALK RAMP ENTRANCE 1;12 1:24 TOP OF 1r2'R. ROADWAY L 1 -fi" r DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3J8" &' CEMENT GONGRETE 1 r2" Ft. 1- R SIDEWALK RAMP VARIES 08 LANDING � FROM 5 TOO I 3fS' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT 51DBVALK TRAMPS AND LAN DI NGS FACE OF ADJACENT GUR13 s vrr' SEE DEPIRES9E❑ CURB DETAIL THIS SHEET 124 TOP OF I I 1- i VA, ROADWAY 2" . 1 i 1 DEPRESSED CURB SECTION AT RESIDENTIAL 0ftEVEY4rtYS CNLY- FRR �,QMMERCiAL DRIVEWAYS SEE STD PLAN 1a4.2 FACE OF CURS 6 1 f2'i - S vV 1- 1f2'fT t V R. FACE OF ADJACENT CU RI3 I '+ � TOP OF - I�DAl74YAY - r ■ 1r {. +■ ' GDTTERSURFACE f PREMOLDED i " • JOINT FRIER E FULL -DEPTH EXPANSICh1 JOINT V 1 8 114' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT 111E510ENTIAL OR COKI1 AERCIAL DRLVEWAY5, AND AUEYS GENERAL NOTES: 1- See standard plans 102 and 101.1 Im curb expansion ane contraction joint spearig_ 2_ bminislon Join[ shall be ladl depth, 3/8- jin.1 premolded J6n1 GI ter, 3. For Dopressed MonNahr Dnm ay Curb d; Guiler Swiorl, sec Standard Plan 1042 STD. PLAN - x 01 • PU91.1 WORKSCEMENTCONCRETE CURBS �r DEPAR�rMEwr r , let2pi OR City of Renton Standard Plan 101 Concrete Vertical Curb NWIES 1 DIMENSIONS FOR Ti+E PANTS QSFD TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT St -taw BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARf IN COMPLIANCE IMTi I NCHRP 3511 GASH TEST CRITERIA. THE BASE CONNECTION D€TAMES ARE SHOWN ON tHIS PLAN ONLY TO ILLUSTRAtE HOW THE PARTS ARE ASSEMBLED, _ A T" (IN) POST WITH A 7 1/4" (IN) PSST ANC"OR OR A 2 1 J4` (IN) POST W71H A 2 1/2" (IN) PSST ANCHOR MAY BE SUBS'ITUT€D, SEE CONTRACT PLAIDS. .�, PERFORAfILD SQUARE STEEL PiD$1 ALL MEET THE REOUIREMENT5 OF W5007 STANDARD SPEO;X 4T10s 9-06. 4. USE. ONLY 13ASE C0WNEC7* N IY mUFAC TURER SUPPLIED HARDWARE THAT MEETS THE REOUIREMENIS Of +r 001 STANDDAR0 5PECiFICA'E10N5 9-06 AND 9-26, MOUNTING ON EXISVIING METAL POLE OR LUMINAIR - - i E0C1E OF TRAVELED ROAUWAY 90 3O'�-1 4MIN. T EDGE OF 100 RLf LLC1'ORIZEQ SIONS: WOUN I .. FACING 3'(degree) OUTWARD IF SIG1v GALVANIZED SALT Wlrii IS VAIHIN 30 FEET OF ROADWAY CALYAN17E0 WASHERS. ! SIGN FACE ORIENTATION METAL POST • O SI'} ' • w • a a W T OF LOWER SIB ' ZO •: •' SmGti POST ■ ■` r TUBE) + 41 0 :: a ■ it FINIGROUN I _- I * a * LINE - L1IraER S+GN 5 1b- {IIw COINER 6QL1 a0ST 5[1I'PORT 3/ " I14j ft At GEO -{]PC SHCOLULR 800 WITH NU 1 AND WASHERS - 2 RE001KO (TYR) a. T SLOP tH GPI POST TYPE. ST-4 SIGN SUPPORT LOWER SIGN PI051 SUPPORT -- 2,25" (IN). 7-GACt. HOT -DIP GALY., N. HEAVY-DUTY ANCHOR 1 AA COMMERCIAL CONCRFTE M1t9UIMNO ON METAL POST SIGNINIUUTING ON SINGLE STD. PLAN- 128 PUBLICWORKS 7AL S * APPROVED: DEPARTMENT (ADOPTED) CIA - -- DA'Tl'` City of Renton Standard Plan 129 School Zone Crossing Sign VARIES: 4.5' LAIN, LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE ) T' EDGE OF PAVEMENT, EQGE 1 OF CURB do GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HWA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCA110tV5, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR- 40DOW GSTC, BANE( RUN GRAVEI_ FOR TRENCH BACKFILL GRAVEL BORROW (9-03.14(t)) PER. WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. 0 PROPOSED IMPRQVEMEN T (SEE W'SDQT 5TANDARQ SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET TIRE (REQUIREMENTS OF 111R THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-05-3(1)B FOR STORM AND WATER- PIPE, PER STD PLAN 220.0 FOR SANITARY SEWER PER STQ PLAN 405 TRENCH VODTH � FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1- WHEN EXISTING PAVEMENT IN A LAME REOUIRING A FULL IMDTH REPLACEMENT IS BROKEN OR DETF-RIQRATEL TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND rDR THAT DISTANCE SO CLA55111`11), SHALL BE REMOVED AND REPLACED WITH HMA MATCHJNG THE DEPTH U5E0 IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD. WHICHEVER IS GREATER- 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL 13E HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6"_ RESIDENTIAL ACCESS STREETS - HMA CL J" PG 64-22. THE: THICkNESS SHALL BL THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4" 3, WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER UR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURD & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL eE PLANED DR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTNG SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL_ BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL, LONGITUDINAL PATCH . PLAN - I10.1 +~ PUBLIC WORKS i' IR ' ELr DEPARTMENT RIGID FLEXIBLE PAVEIVIENT OR WITH�'��}� RIGID PAVEMENT WITH OVERLAYffj City of Renton Standard Plan 110.1 Longitudinal Patch For Flexible Pavement DocuSign Envelope ID: F7656CAO-342646F1-A004-9EEA931EFOA2 DOUBLE YELLOW LOVW CENTER LINES APPROACH LINES Y•# a• a i# i r a a a r r a i a IL-4- ■ 74" air•►a-�4" YELLOW TYPE 1 4" WHITE TYPE 1 30' LINE MARKERS ��LINEMARKERS 4" YELLOW TYPE 2d WHITE TYPE 2e LINE LINE MARKERS (REFL.) MARKERS I REFL.) SINGLE SKIP YELLOW CENTER LINES SKIP APPROACH LINES 15 I: re 4" YELLOW TYPE hhhl 4" YELLOW TYPE \2d 4" WHITE TYPL T WHITE TYPE Ze LINE MARKERS LINE MARKERS (REFL.) LINE MARKERS LINEITET MARKERS (REEL) TWO-WAY LEFT TARN LANES LANE LINES q- r ■ s a ■ ■ • r ■ r ■ ■ r r * • • # " 4- • r 1 •II • # r ; F---r9'# t 5' � s • • ■ 9' 15' -i �E 3' I- 4" YELLOW TYPE 2d LIFE MARKERS (REPL,} F- 4" WHITE TYPE 1 WHITE TYPE 2e 1z' LINE MARKERS LINE MARKERS REFL_ 4" YELLOW TYPE i LINEMAf2iCEF2S � ) r■ r■.■ s■ s a Z-WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH ----- 200' O.C. SPEED LIMIT 30-35 MPH 250' D.C. SPEED LIMIT 40-45 MPH -- - 300' O.C. LEFT AND RIGHT ! RN ARROW SPACING APPRQA_QV LINE LENGTH ARROW LOCATaN5 _.drmm OR - .. 20'--50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER .300' ARROWS AT 100' INTERVALS RAISED PAVEMENT MARKER RPM TYPES RIM TYPE 2 RAISED FACE COLORS RPM COLOR TYPE 2a WHITE AND RED TYPE 2b SEE COR STD WATER PLANS TYPE 2c YELLOW AND RED TYPE 2d YELLOW AND YELLOW TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY RPM SIZES RPM WIDTH/DIAMETER HEIGHT TYPE 1 +4" t0,7" TYPE 2 t 4" ± 0.7" NOTE: RPM MATERIAL SPECIFICATIONS SHALL BE PER WSDOT STANDARD SPECIFICATIONS SECTIO►1 9-21 RAISED PAVEMENT MARKERS (RPM) GHANNELIZATION MARKERS DETAIL SIM. PLAN- 100 * i PCIBLIC WORKSA- DEPARTMENT DEPARTMENTOre _Zimmerman OA1E City of Renton Standard Plan 109 Channelization Markers END CAP NOTES PLACE BEAD OF SILICONE ON TOP FLASHING BEACON FLASHING BEACON = I OF SERRATED AREA A I - TOP OF FLASHING BEACON (TYR) F j -- TOP OF 1- See Standard Plan J-21.10 for Signal POLE POLE Standard Foundation details. 8" POLYCARBONATE - ___- FULL CIRCLE VISOR (SEE NOTE 5) i LOCKNIPPI. E � I B 2- Al[ poles shall be hot dip galvanized per AASHTO Mi 11. " 1 3- Welding of structures shalt be in accord- + I ance with the latest edition of the AWS i MOUNTING BRACKET d D1.1 Structural Welding Code - Steel. All butt welds shall be ground flush with base r �1 MOUNTING BRACKET AN R STEEL STRAP [TYP.} AND STEEL STRAP (1YP ] �. �CZ metal. SFF STANDARD PLAN 6-24,10 - SEE STANDARD PLAN G-24.10 114" WEEP i � � PANEL 4- Visor shall be 8" P❑lycarb❑Hate, fully en- - HOLE I � -SIGN PANEL - - SIGN closed circle at bottom to reduce glare on SLIPFITTER - OFFSET TOP r sign. Display shall be of appropriate color MOUNT PLACE OFFSET a) TO BACK OF POLE SIGN BRACE - SEE I SIGN BRACE �- SEE needed - STANDARD PLAN G-60.10 I STANDARD PLAN G-SGAG 1 5- See Standard Plan J-21.17 for Electrical a i ---- ------------------------------------- details. -------------- ....-I--�---- U TAPERED STEEL I i 6, Junction Box serving the Standard shall N SHAFT ! ; preferably be located 5' - O" (10, - O" Max,) from the Standard. } ---- a• _ _ i _ m DETAIL (A ] ! jk Po II rya BOTTOM SINGLE FLASHING BEACON DETAIL •� ❑ I r BgTTORA OF SIGN j p, j r I OF SIGN jI /J T USE DETAILS BELOW MATCHLINE l U$E DETAILS BELOW NIATCHLINE j ON RAMP METFR WITH RGUHLE - I �' FOR RAMP 1MSFTFR WITH SINGE F j FLASHING BEACON ^ FLASHING BEACON j I MATCHLINE j T MATCHLINE NIPPLE - __-- .__.-- _. 1 _- SERRATED OR FLANGED ELBOW 1 112" DIAM. SINGLE FLASH114G BEACON � I REAMED TEE WITH SET SCREW CONDUIT LOCKNUT •- SERRATED RING - - 1 112" DIM NO PINS NIPPLE •- 1 112' DIAM. TAPERED STEEL SHAFT � ~ HEX LOCKNUT - f -• SEE NOTE 2 ALLEN HEAD STAINLESS , STEEL SET SCREWS, (2 REQ'D.} - HEX LOCKNUT [TYP.) JOSEp� � m y PIN RECEPTACLES NIPPLE SERRATED RING - NO PENS L Q p4 WAS gg� SERRATED RING WITH PINS 1 1i2" DIAM, D� ��R' �i '.:. W PLACE BEAD OF SILICONE ON TOP OF SERRATED AREA SLIPF 1TTER -OFFSET TOP MOUNT =J .< - PLACE OFFSET TO BACK OF POLE 4 -__ 14 k y FLASHING WARNING BEACON - -= _ _ TOP OF FOUNDATION �0 � epQ9 382G ��• r� r`y7ONAL NEOPRENE GASKET T STEEL WASHER _ lu .` Zr HF�t LOGKNUT - 1 112" DIAM, TAPERED STEEL SHAFT 9 F �v FLASHING BEACON CONDUIT LOCKNUT - 1 1f2" DIAM,--_ CONCRETE FOUNDATION SEE NOTE 1 TYPE 1 SIGNAL STANDARD DETAILS 11A"WISP HOLE STANDARD PLAN J-21.16-01 ORNAMENTAL CAP WITH 2-WAY FLASHER, $HEFT 1 OF 1 SHEET NEOPRENE GASKET AND LOCKNUT APPROVED FOR PUBLICATION DETAIL i B 1 �J Pasco Bako#rch Ill 6110/13 ALTERNATING FLASHING BEACON DETAIL ALTFRNATIIiG FLASHING BEACON STATE DESIGN ENGINEER PATE [SHOWN WITHOUT H1NG E DOOR FOR CLARITYI FLASHING BEACON TYPE 1 Washlnp+an Sfcfa D■ponmenf of TmnspoAalion SLIP BASE SHOWN WSDOT Standard Plan J-21.16-01 Flashing Beacon Type I Signal 8 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O �C) (D `M N, UZ o �O> N � Q ^ Lu \ Z o O CU COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS NWA nt Q 39871 pk REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS I J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 CITY OF RENTON PAVING DETAILS R-411023