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SIDEW/LLK BUFFER STRIP CURB Q OUTSIDE CURB Q LANE 11 LANE CURB 1O SPIKIER ISLAND CURB Q LANE Q LANE CURB BUFFER STRIP 0 SIDEWALK NOTES EVERETT SHOPS <br /> S-PMIN. 1 3-P MIN, 2 TRUCK APRON 1 ] 2 2 1 S-P MIN. S-P MIN. <br /> 1. CURB EXPOSURE VARIES ACCORDING TO SITE AND <br /> DRAINAGE REQUIREMENTS. REDEVELOPMENT <br /> CURB PLACEMENT •\\\\ eSEE CONTRACT PLANS FOR TRFATMEM <br /> City of Everett Permit Review <br /> SECTION OA DEXTRAL Isw+o 1 EVERETT Status:Approved <br /> SIDEWALK Q BUFFER STRIP CURB CIRCULATING ROADWAY 0 CURB TRUCKAPRON Q CUftB3 08/05/2023 11:15:25 AM <br /> 5'-0'MIN. 3'-P MIN. 2 1 <br /> SEE CONTRACT PLANS FOR LENGTH OF TRANSIT STOP L <br /> TREATMENT <br /> CURB PLACEMENT Imo\ FACE OF <br /> SEE CONTRACT PLANS FOR PAVING AND SURFACING(TYP) CURB <br /> IN <br /> SECTION O <br /> (ROUNDABOUT CONFIGURATION VYLL VARY NOTE a <br /> DEPENDING ON CONTRACT PLANS) <br /> P'Y A <br /> 1. Construct Curb joints at cement concrete pavement transverse joint <br /> T locations.If all adjacent pavement is HMA,sae Standard Plan <br /> F-30.10 for Curb Expansion and Contraction Joint Spacing. <br /> FACE OF 2. Region Traffic engineer approval is needed to install a truck apron <br /> CURB lower than 3. <br /> `. SPUTTER ISLAND <br /> is tv RADIUS TO ACCOMMODATE <br /> R CURB RAMP(TYP) DESIGN VEHICLE <br /> /' 1Y MATCH ROADWAY <br /> 1R'(IN)R. SLOPE FACE OF SIDEWALK(TYP) <br /> OYF.1 cum LEGEND <br /> i.I CURB 2-OUTSIDE <br /> SEE NOTE 2) OR RIGHT SIDE CURVE DATA <br /> �\ ( R Y 1O Widm varies^See DOnifec[Plans. � <br /> SEE CONTRACT PLANS FOR �. <br /> �� a -,, © TREATMENT(TYPt _� G O Match adjacent pavement thickness but ti� D L A <br /> 6 R_ BUFFER I; ROUNDABOUT not less than 6lnches. N III�IIII <br /> BUFFER TRUCK APRON <br /> 28- .I \ .,.•.. cuRea- "ra 4.00 12.00 37 <br /> ROUNDABOUT SPLUTTER ISLAND CENTRAL ISLAND Q; <br /> CURB I NOSING CURB I,NDRBµ. <br /> ROUNDABOUT TRU R APRON 5.00 13.00 41 <br /> CEMENT CONCRETECURB)GUTTER SECTION i <br /> ISINGLE SLOPE CURB? B OUTSIDE C 2y, 6.00 14.00 46 <br /> DETAIL TRUCKAPRON — B R I X T O N <br /> (SEE CONTRA 3 p CT PLANS FOR R7 <br /> SPLUTTER ISLAND � y� 7.DD 15.00 49 <br /> 10'(IN)PREMOLDEO JOINT FILLER DY)�R A BeOI STS <br /> FACE OF CURB 1r OM R. (OPTIONAO �S'0 At <br /> 12`(Ip R. FACE OF CURB N(IN)R' 6 $ <br /> MATCH RCADWASLOPE (TYPJ MATCH ROADWAY III BUFFER Mar 25,2022 e <br /> u� TOP OF TRUCK SLOPE <m _ ROUNDABOUT CEMENT n <br /> APRON © ->R. ',,1r a. SIDEWALK CONCRETE CURBS <br /> 4'R M <br /> STANDARD PLAN F-10.18-03 CITY OF EVERETT <br /> r a' is r 15 S, DPnaraAL PUBLIC WORKS DEPARTMENT <br /> CONSTRUCTION SHEET 1 OF 1 SHEET <br /> JOINT y 119 PINE STREET,SUITE 400 <br /> PARTIAL PLAN APPROVED FOR PUBLICATION I 0�26/2017 <br /> (OUTSIDE,RIGHT SIDE OR SPLUTTER ISLAND) ROUNDABOUTUCENTMLISLAND Mar28,2022 a T 206.2 E,03 98101 <br /> ROUNDABOUT CEMENT CONCRETE CEMENT CONCRETE CURB T 206.223.032$ <br /> CURB EXTENSIONS <br /> CURB AND GUTTER (SINGLE SLOPE CURB) wr+w"mR..wF.. ,xsnw.w. 314 <br /> (SINGLE SLOPE CURB) <br /> !w s www.migcom.com <br /> NOTES: <br /> PHASE 1 PERMIT <br /> 1. MOUNTABLE CURB WILL BE LAID OUT FOLLOWING RADIUS, WIDTH, AND LENGTH SPECIFIED IN THE PAVING AND GRADING PLAN. i r� <br /> 2. MOUNTABLE CURB WILL USE CURB 1 FOR THE LENGTH AND NOSING CURB. MOUNTABLE CURB I CURB EXTENSIONS 2 <br /> Q�A�LNwf�O <br /> 4- w -99� <br /> NOTES a^ 3" �' g y <br /> 1. LEADING EDGE OF CROSSWALK BARS SHALL BE EVEN <br /> WITH A LINE BETWEEN THE MIDPOINTS OF <br /> ASSOCIATED CURB RETURNS,OR AS LOCATED BY <br /> FIELD ENGINEER.LOCATION MAY BE ADJUSTED TO <br /> ASSURE CURB RAMPS,IF PRESENT,ACCESS THE 7-12-23 <br /> I CROSSWALK. <br /> CIVIL ENGINEER STAMP FOR EVERETT SHOPS <br /> I 2. FOR LANE WIDTHS OF I2'AND LESS CENTER LEADING REDEVELOPMENT APPLIES TO SHEET SET UP <br /> 1 EDGE OF BARS ON MIDPOINT OF LANE LINE <br /> FOR CITY OF EVERETT AND WSDOT STANDARD <br /> 1 EXTENDED. LK In DETAILS SHOWN ON THIS SHEET. DESIGN OF <br /> 1 3. FOR LANE WIDTHS GREATER THAN 12'SPACE BARS _ 2'-0" _ STANDARD DETAILS IS BY CITY OF EVERETT OR <br /> 1� EVENLY BETWEEN LANE LINES WITH A MAXIMUM WSDOT PUBLIC WORKS OR AS NOTED ON <br /> \ EXTENSION OF FACE OF CURB SPACE BETWEEN STRIPES OF 4'. GRID IS 4"SQUARE <br /> ACCESS PARKING SPACE DETAIL. <br /> I 4. 2'WIDE X 30'LONG CROSSWALK BARS PARALLEL TO SYMBOL(MINIMUM) <br /> I DIRECTION OF VEHICLE TRAVEL. 3'-0" DATE: JANUARY 18 2023 <br /> 10 MIN I PAVEMENT <br /> \ S. REFERENCES SEE STANDARD DRAWING 722. GRID IS 4"SQUARE <br /> 1\ \ ACCESS PARKING SPACE WHITE SYMBOL WHITE BORDER <br /> 1' 0 II SYMBOL(STANDARD) BLUE BACKGROUND REVISION <br /> \ \ 1 1 04/19/2023 PW2301-012 Revisions <br /> 1 2 07/13/2023 PW2301-012 Revisions <br /> \ \ 1 <br /> 0 1 <br /> 24'WHITE STOP \ 1 6'MAX(1/2 LANE) <br /> LINE EXTENDS I 5'MAX FOR OUTSIDE LANES <br /> ALL APPROACH LANES <br /> MIN LANE 1 3„ <br /> LANE LINE EXTENDED O2 to <br /> VARIES — 1 IL OF TRAVEL LANE i14" <br /> v <br /> \� LANE LINE EXTENDED O <br /> CENTER OF LANE \ \ I 15'WHEN CROSSWALK to <br /> 3 — NOT MARKED <br /> \ I <br /> PARKING 2, �\ III L <br /> FACE OF CURB s <br /> " 1'-2" <br /> ACCESS PARKING SPACE SYMBOL(MINIMUM) BASED ON THE ISA(INTERNATIONAL <br /> -0 <br /> � 1 3 WITH BLUE BACKGROUND AND WHITE BORDER SYMBOL OF ACCESS 1968) <br /> s 1 V-4" (FOR USE IN PRIVATE PARKING AREAS ONLY) <br /> CITY OF EVERETT g CITY O EVERETT <br /> PUBLIC WORKS DEPA ENT DRAWN BY: MK SS JZ <br /> V 1 RTM F PUBLIC WORKS DEPARTMENT <br /> ACCESS PARKING SPACE SYMBOL(STANDARD) CHECKED BY: MD <br /> ec WITH BLUE BACKGROUND AND WHITE BORDER -VA.— MT'MT °�IxelM —& 12/30/2016 <br /> p TYPICAL STOP LINE AND <br /> o (FOR USE IN PRIVATE PARKING AREAS ONLY) JOB NO.: 15205 <br /> CROSSWALK LAYOUT 721 ACCESS PARKING SPACE SYMBOL 724 <br /> DETAILS <br /> SHEET NO.: <br /> PAVEMENT MARKINGS 3 ACCESS PARKING SPACE SYMBOL 4 C6.5 <br />