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HomeMy WebLinkAboutT-42210804 O CN M 00 i N N N i rn .N d i 0 0 0 o. N [ [� �+ O FACE OF CURB _ 6" _ CEMENT CONCRETE _ 12"R. 1" R. SIDEWALK RAMP -612"_ VARIES OR LANDING FROM 1 512" 1" I E RAISED EDGE DETAIL 6 SIDEWALK LEVEL 11r EXTEND SIDEWALK TRANSVERSE 1'-a 1'-a 318•(IN) PREMOLDED JOINT FILLER 1r2'(IN)R JOINTS TO INCLUDE RAISED EDGE 70% TYPICAL WHERE APPLICABLE ROD DING 1_ - 1 1R' (IN) R (TYP.) E FOR CURB AN 101S ►••, 1sx "BAND -IT BRACKET" NOTES OR APPROVED EQUAL 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE _ - _ 6"T00 i - - �sEEsrOILAN101 ' :+•r•,-,; STING ROADWAY CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE N 2"R. 1" R. t44 6" • L 1 TOP OF 1 .• S•--' i T?^� rPN)R ;+•,+; y1EE`, v '?• CRUSHED !.:. � SEE RAISED EDGE ' 1' � CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST 0 io 1!2"R, ROADWAY 3/8"PREMOLDED JOINT FILLER N CEMENT CONCRETE r•a SIDEWALK DETAIL -THIS SHE LTYPICALUNDER CRUSHEDSURFACING TOP COURSE (CSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR ALL CUT MIN, SLOPES (UNLESS REQUIRE TYPICAL UN WANED BY s O CD C UALL NDERRB, WITH RAISED EDGE GUTTER 17oN>R.ITYPJ GUTTER&SIDEWALKCSTCUNOER & SIDEWALK 3•' CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 0 ^' ` V 1 PEDESTRIAN CURB 2.0 6 1 FOR CURB DETAILS CURB & GUTTER TO BE 8- THICKNESS OR I{ 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK 2. A 2" (IN) POST WITH A 2 1�4" (IN) PSST ANCHOR OR A 2 < V Q T AT SIDEWALK RAMPS AND LANDINGS �ys�r- SEE STD PLAN 101 1 '� . , •+ . , •, , BASE, WHICHEVER IS GREATER (TYP. FOR aF 't ALL CURB &GUTTER) 1/4' (IN) POST WITH A Z 1 2" IN PSST ANCHOR MAY BE / ( ) W T - 1' 6' w. • 1 FINISHED GRADE 1-(IN) BELOW SUBSTITUTED. SEE CONTRACT PLANS. 3 FACE OF ADJACENT CURB CEMENT CONCRETE - TOP OF CONCRETE SURFACE r-a SIDEWALK ADJACENT TO CURB MIN 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 61n" _ TRAFFIC CURB AND GUTTER r SEE DEPRESSED CURB DETAIL THIS SHEET 1•-a 1•-a Rou DING IIT(IN)R-(TYP.) FOR CURBDE101 1v 1.5% SEE BTO PLAN 101 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT FACE OF ADJACENT CURB 1:24 TOP OF ••• STANDARD SPECIFICATIONS 9-06 AND 9-28. ' ^ 6112" ROADWAY - -- FLUSH WITH GUTTER 1 11l 1R. T 9RIDGE OR PEDESTRIAN CSn' RAILING -1-1v1�pt� Vt. ]• J Z 0 PAN AT SIDEWALK 2- RAMP ENTRANCE 1 1:12 1:24 L TOP OF FORcuReDErals ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) CONTRACTPLANS I ALL tr2-(IN)R.(TYP.) SIDEWALK MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED �� ROADWAY 5-1/2' 1 " R CONCRETE 12• R. ROADWAY T FLUSH I 15% _ 30'-ten so PAVEMENT FLUSH Q 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. VERTICAL WALL- 'W .,_ /• - . - ,��, t�.},.: • _ +.. SEE DEraL• 319' (IN) PREMOLDED 4" MIN. T p ° i7 Q T FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 JOINT F1LLF1i DGE OF p o n D 1'- 6" ADJACENT TO CURB AND RAILING OR WALL is. (IN) PREMOLDED - -- FOR REFLECTORIZED SIGNS: MOUNT ° (/) X o p o LLJ Q _ JOINT FILLER FACING Y(degree) OUTWARD IF SIGN SLOPE 00 Q DEPRESSED CURB SECTION FACE OF CURB FORTME SIDE BUFFER STRIP-LN TR�EETMTA R SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL 5/16"_ IS WITHIN 30 FEET OF ROADWAY GALVANIZED BOLT WITH p ° VARIES M `' J Z AT SIDEWALK RAMPS 6 t2" - 1" R. (SEE NOTE 1D) SD�wo s 1n'pN)R. 1 a 1.5% (TYP) FOR CURB DETAILS 1_5%MIN. SEE STD PLAN 101 / GALVANIZED WASHERS. SIGN FACE ORIENTATION » p #4 @ 1 2 Q O.C. -PD /\/ //\\//\\//\\//\\ 0 O O 3f6• 1 �. \ GROOMED FINISH • ORMATCH EXISTING 'r ' METAL POST Z O • • D 0 Z O FACE OF ADJACENT CURB 1 TOP OF O ROADWAY P • • GUTTER SURFACE f e1Q •• �•• Qf 4' WIDE, SMOOTH / S G TROWEL PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FWSH IF PAVED QI / \ O Or o T P F N H ~4 • ' W UAR 90 SIGN POST i • • • j LOWER SoUAR �� ° ° p ' // // // Z_ #4 COOT. TOP /� Q N • q ••• _ " • PREMOLDED JOINT FILLER r ig'•g• CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP / SEE STO PLAN Alt © / \ o w - I O FINISHED ^ m ' vT o I a L NE z 5/16" (IN) CORNER BOLT e AND BOTTOM ff D_ C'V W/3 COVER ° (TYP) o° ° p 1"R. LOWER SIGN O POST SUPPORT Oh 3/B (IN) FLANGED Z NN E FULL -DEPTH EXPANSION JOINT 1"R 5•g• i va' To 1r4' ! \ . NOTES � SHOULDER BOLT WITH NUT AND WASHERS 2 REQUIRED (TYP.) o L.L W CEMENT CONCRETE TRAFFIC CURB •� 1. Four feet of the sidewalk width shali /� CONTRACTIONJOINr •+ t , be the minimum pedestrian IN SIDEWALK ONLY ►i el •• aouess)ble route tPAH; free of vertkal / ► • o . rn �z ` BOLT STOP w f 5g'; FOR -SIGN POST 1.0' Q-`-. and horizontal obstructions. Gratings, • " .' ? '• Cables Covers, Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH > TYPE STA SIGN SUPPORT DEPRESSED CURB DETAIL P ll Boxes CURB AND SIDEWALK (SEE STD PLAN 101.1) Cable Vaults, Pull Boxes and other ,Sy O C AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS appurtenances within the sidewalk �e� 38 C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH iLA LOWER SIGN POST SUPPORT - 2.25" c DETAIL -�.... (IN), 7-GAGE, HOT -DIP GALV., �^ Curb and r • 2. SidewMonolalk Is nCementpermitted In Sidewalk Is not permitted in new For oilier referenced NOTES see i'M .9" HEAVY-DUTYANCHOR VIA v J V J GENERAL NOTES: construction. When replacement work STD PLAN 104,2. ' COMMERCIAL CONCRETE 2 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLDE ' ^ `l! 2. Expansion joint shall 6e full depth, 3/B" {in.) premDlded joint tiller. 1 P ) Standard Plan F-30.I0-03. Paved surfaces must comply With JOINT FILLER MOUNTING ON METAL POST ' ^ `l J 3. For Depressed Monolithic Driveway Curb & Gutter Sedan, see Standard Plan 104.2 STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. MM v EXPANSION JOINT W CV n/ LL- PUBLIC WORKS DEPARTMENT CONCRETE CURBS STD, PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE STD. PLAN - 102 � PUBLIC WORKS • • SIGN MOUNTING ON SINGLE METAL POST' STD. PLAN- 129 0 0 0 �, I " I;i APPROVED: /� W I(DCEMENT / a SIDEWALK r �' _;w l I(L" DEPARTMENT (ADOPTED) G� 2� /V IN W I I DATE ^' Q NTS NTS NTS NTS (� _ COR STD PLAN 101 - CEMENT CONCRETE CURBS COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 129 - SIGN MOUNTING 3 VERTICAL CURB WALL J ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS 5-1/2" M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION EXISTING ASPHALT. 20 MIN' NEW CURB M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION PAVEMENT "- & GUTTER (SEE NOTE 2) M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT CURB LANE LANE LANE CURB LANE SLOPE VARIES M-9.60-00 SHARED - USE PATH MARKINGS 1 » R M-11.10-03 RAILROAD CROSSING LAYOUT CENTER CENTER SAWCUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS IN IN 6" EXCEPT WHERE (SEE NOTE 2) M-20.10-03 LONGITUDINAL MARKING PATTERNS LANE LANE --- OTHERWISE NOTED M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS SURFACING PER • M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS PLAN ° ' a M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS o 10, • < • LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE D ° ' • . (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. o, p I PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. 6°MIN.(TYP.) J24" I 8"(TYP.)-STRIPE -►h"(TYID.) II` -OPEN/A p ° p p PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS LANE (TYP.) LANE -�+-r-8 "(TYP.)-STRIPE o o OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CONCRETE LINE GUTTER LINE %\ ARTERIAL STREET MINIMUM CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR I 0 0 0 0 0 rCss 6) APPROVED EQUAL. 2 - #4 CONT. ��\\ J (SEE NOTE1) OVER 6" CRUSHED ROCK LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR TIRE TIRE TIRE TIRE CAST -IN -PLACE CONCRETE UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. TRACKS TRACKS TRACKS' TRACKS LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL 4" MIN CRUSHED SURFACING 7-3/4" RESIDENTIAL STREET MINIMUM FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL BASE COURSE 4" HMA (Or ACP CIDss 8) FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. (SEE NOTE 1), OVER * TYPICAL 4--LANE ROADWAY CONFIGURATION 6" CRUSHED ROCK PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50' F. M NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. T NTS -422108 8 1 VERTICAL CURB 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT R-422135 PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Aoftk� PUBLIC WORKS CURB AND GUTTER STD. PLAN - 103 �\ c Y o ��+ PUBLIC WORKS PAVEMENT MARKING NOTES - 109 tiz o UO� PUBLIC WORKS __®® + jf� ' THERMOPLASTIC/PAINTED STD. PLAN - 127 's + Michael Sippo 04/12/2023 Q PPRO D: p OV ROVE DEPARTMENT REPLACEMENT DETAIL Z DEPARTMENT' FN1� MIAr In aStUCil�l/5/2020 DEPARTMENT ��NT� CROSSWALK 9 � � Aif D TE 888131FD98B449D... DATE 5 6 7 NTS NTS NTS COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT COR STD PLAN 109 - PAVEMENT MARKING NOTES COR STD PLAN 127 - THERMOPLASTIC CROSSWALK 1932 First Ave of INASy/ Grp �� �� Suite 201 4 � o� � Z RF- 8 RFI-328 3/02/2 SURVEYED: SCALE: HORIZONTAL: o : NAD ;98 %1991 C � I-)- CITY O LINDBERGH HIGH SCHOOL MODERNIZATION 16426128TH AVE SE DATE: 16 SEPT 2022 w RFI-319 3 03 2 DESIGNED: FIELDBOOK: Seattle, WA 98101 _ 41 CCD-041 3/21 /2 RENTON H p, 206.725.1211 0 RENTON WA 98058 PAGEI CCD-044 3/29/2 DRAWN: ONE INCH DRAWING N0: f. 206.973.5344 c �Fs IS �G\��� 23 SIGNAL DATUM Planning/Building/Public Works De t Dept. t 128TH AVE SE FRONTAGE DETAILS C4.7 PERMIT RE -SUBMITTAL 3/31/2 CHECKED: Al FULL SCALE EN '� WWW•I � engineering pile pdengineering.com NO. REVISION BY DATE APPR C NOT ONE INCH SCALE ACCORDINGLY APPROVED: SHEEP: OF: 35 64