1427 100TH ST SW 2025-03-03 - Laserfiche WebLink

SECTION 14, T 28 N, R 4 E, W.M. w a 0 z MONOLITHIC THICKENED EDGE NOTES 0 CURB AND SIDEWAIX NOTES w 3/8"FULL DEPTH EXPANSION 1. SIDEWALKS SHALL CI A MINIMUM RE 4"THICK,AND 3/8"FULL DEPTH IEXP SONNTERVAL MA 1"0. JOINT 30'MAX INTERVAL MATCH JOINT 30'MAX INTERVAL 6" SHALL BE COMMERCIAL MIX CONCRETE AS CALLEDSPACED TO �q CURB FULL DEPTH JOINTS V-GROOVE CONTROL HMA OR CONIC OUT IN WSDOTSTDSPECS,WITH AIR ENTRAINMENT 1. CORRES ND TO THE ARKINGSI 2%MAX (MIN 4.5%,MA%6.5%). SIDEWALKS, S DI MARKINGS IN EXISTING JOINT 1/4"DEEP 5' DAVEMENT SIDEWALKS,OR AS DIRECTED BY THE ENGINEER. 3/8"HALF DEPTH INTERVALS BETWEEN FULL - 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL E%PANSION JOINT AND HALF DEPTH EXPANSION \ \ GENERALLY BE PLACED TO MATCH THOSE IN 2. ALL UTILITY POLES,METER BOXES AND OTHER 15'INTERVALS �� ADJACENT CURB&GUTTER(WITHOUT PLANTER B B OBSTRUCTIONS SHALL HAVE FULL DEPTH 3/8" JOINTS TYP �\��\ EXPANSION JOINT MATERIAL PLACED AROUND BETWEEN FULL DEPTH 3/8"HALF DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL EXPANSION JOINT �� SPACING DETERMINATION SHALL BE DECIDED BY THE THEM. INSPECTOR IN THE FIELD. 3. ALL JOINTS SHALL BE CLEANED AND EDGED WITH EXPANSION B" 12" A PIT A PF BETWEEN FULL 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN AN EDGER HAVING A 3/8'RADIUS AFTER FINAL DEPTH 95%OF MAXIMUM DENSITY, BROOM FINISH IS COMPLETED. V-GROVE CONTROL MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS JOINT I/4"DEEP 6" s AND BEHIND ROLL-CURB(STANDARD DRAWING 308). 4. MINIMUM WIDTH OF SIDEWALK I56'(NOT FROM FACE OF CURB &SIDEWALK SECTION C INCLUDING THE WIDTH OF THE CURB). S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH et TRANSPARENT CURING COMPOUND COVERED BY S. THICKENED EDGES ARE REQUIRED FOR PER PLANS WATERPROOF PAPER OR PLASTIC SHEETING IN THE SIDEWALKS AT CORNERS,BUT NOT ON TANGENT V-GROVE CONTROL JOINT I/4' JQy� 6'MIN EVENT OF RAIN OR OTHER INCLEMENT WEATHER. SECTIONS.ALL CURB RAMPS SHALL HAVE DEEP T INTERVALS BETWEEN 1"R 2%MAX CURING TIME SHALL BE FOR A MINIMUM OF 72 THICKENED EDGE TOTHE DEPTH B THE FULL AND HALF DEPTH HOURS. ADJACENT CURB,INCLUDING CURB RAMPS BUILT MONOLITHIC EXPANSION JOINTS TYP ON TANGENT SECTIONS OF SIDEWALK. CURB&SIDEWALK \j 6. ALL101NT5 SHALL BE CLEANED AND EDGED WITH AN MONOLITHIC CURB AND SIDEWALK TYPE E-1 CURB /\�\\\ �./\ EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM C CONFORMING TO STANDARD DRAWING 312 DO TYPE E-1 CURB&SIDEWALK FINISH IS COMPLETED. PC PC NOT REQUIRE ADDITIONAL THICKENED EDGE.HMA OR CONIC 2"CRUSHED SURFACING z PAVEMENT BASE COURSE,COMPACTED 7. SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BY 6. FOR CURB RAMP DETAILS SEE STANDARD TO 95%MAX DENSITY THE CITY ENGINEER. DRAWINGS 318-321 3/8"FULL DEPTH EXPANSION TYPE E-1 CURB 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB JOINT 30'MAX INTERVAL MATCH FOR REPLACEMENT PROJECTS.THIS MEANS THAT THE 7. FOR CURB DETAILS SEE STANDARD DRAWINGS CURB FULL DEPTH JOINTS FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL 307-309. V-GROVE CONTROL JOINT I/4"DEEP TYPE E-1 CURB,PLANTER STRIP& SECTION BUT THE ASPHALT STREET WILL COVER FACE 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALK SECTION OF CURB SO LESS THAN 6"MAYBE REVEALED. ro HALF DEPTH EXPANSION JOINTS TYP JOINT 30'MAX INTERVAL o 3/8"FULL DEPTH ti Y V-GROVE CONTROL 6'MIN EXPANSION JOINT 3/8"HALF DEPTH JOINT 1/4"DEEP 5' COLD JOINT SEE NOTE 7) m EXPANSION JOINT INTERVALS BETWEEN FULL CEMENT CONCRETE TYPE"A" �_mza IT INTERVALS BETWEEN AND HALF DEPTH E%PANSION 2%MA% SIDEWALK 3/8"FUL DEPTH THICKENED EDGE a c x 55fi 30'FULL DEPTH JOINT JOINTS TYP HMA OR CONC JOINT LL PAVEMENT 2%MAX1 3/8"HALF DEPTH 2%MAX 1 JEXPANSLION 2%MAX 1 a a y EXPANSION JOINTT 15'INTERVALS BETWEEN TYPEA-i /\\'' 2"CRUSHED SURFACING BASE --�I �'T mdo, COLD JOINT 30'FULL DEPTH JOINTS CURB&GUTTER %� COURSE,COMPACTED T095% �I I T oaf g SEE STANDARD MAX DENSITY u IB" y�r • DRAWING 307 MONOLITHIC CURB&SIDEWALK SECTION o <''•" � SECTION A-A SECTION B-B SECTION C-C N S EVERETT EVERETT PUBLIC WORKS J PUBLIC WORKS 9 � WABHINOTON DEPARTMENT DEPARTMENT WASHINGTON TYPE A-1 = tier 6M672022 � CURB&GUTTER CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALK TYPE A CURB&SIDEWALK SIDEWALK DETAILS 312 ( AT CORNERS 313 v SYM o N 000, 0 NOTE T_4^ r-o• BACK OF Qa NOTES L -yl- SYMMETRICAL ABOUi� W H aQ J_ SIDEWALK 10 F Use the dimensions shown on this plan for each type of Traffic Arrow r-r z-�� - � z > Q 1. DETECTABLE WARNING PATTERN AREA SHALL BE being placed on roadways with a posted speed limit of 40 mph or lower. Lu A YELLOW IN COMPLIANCE WITH WSDOT/APWA T.r SYMBOL Q 2 ~ LLI STANDARD SPECIFICATION SECTION 8-14.3(3). li a LANE W W Q 2. CURB RAMPS SHALL BE ISOLATED FROM ADJACENT F JELLIP.E YLAHE '^ 0 LU t'-B" &' 1'-C A VJ 0 LU SIDEWALK BY A 3/8"FULL DEPTH EXPANSION JOINT. bW > z LANDING 4'X 4'MIN V' 3 2t Z NELLIPBE'A"- W2%GRADE MAX p 3. GUTTER SECHON AT CURB RAMP SHALL BE ISOLATED ( I CN ANY DIRECTION 2'MIN I rMIN Gr gFROM ADJACENT GUTTER SECTIONS BYA 3/8"FULL - - -DEPTH EXPANSION JOINT. W UwL) Z 4. CURBRAMPANDGUTTER SECTION AT CURB RAMP b MARKII��EA z > MAY BE POURED MONOLITHICALLY. ru '� QO ot 10 5. TYPEA-1 CURBAND GUTTER PERCITYSTANDARD 2 DRAWING 307. b Pa, b�' W �MAX 10% ^ TYPE 25R(RIGHT) 1 1(PARALLEL TO 6. FOR RETROFIT INSTALLATION SAWCUTANDCTEMOVE TRAFFIC ARROW L.-Z CURB) EXISTING SIDEWALK,CURB AND GUTTER SECTION MIRROR IMAGE OF t'-4' d NALONG NEW EXPANSION JOINT LOCATION.SAWCUT TYPE 2SLTRAFFICARRM -EXISTING PAVEMENT AS REQUIRED FOR FORMING (SHOWN AT REDUCED SCALE) T-r CENTER POINT 4 z OF NEW w EQUIREDURB AND GUTTER.PATCH PAVEMENT AS suRKINC AREA t�A OF EL`PSES CD 6'MIN 6'MIN 7. FLUSH WITH GUTTER(NO LIP PERMITTED) Bo35DFT t•-2" --SYMBOL&LANE N W 5 3 30%MAX 4'MIN RAMP Ip%,MAX 3 5 '� - THE CONTRACTOR SHALL BE FULL, ELLIPSE'A- Q O 8. PARALLEL OF4'CLEAR SPACE,WHOLLY OUTSIDEBE THE 9r b RESPONSIBLE FOR THE LOCATION AND PARALLEL VEHICLE TRAVEL LANE,SHALL BE r PROTECTION OF ALL EXISTING U PROVIDED WITH IN THE WIDTH OF THE CROSSWALK S' UTILITIES AND SHALL VERIFY ALL O 4 TYPE 4S - UTILITY LOCATIONS PRIOR TO r A OR PEDESTRIAN STREET CROSSING SERVED BY THE 4., RAMP. b b TRAFFIC ARROW t'.fi" t'-2" CONSTRUCTION BY CALLING THE: ¢ CROSSWALK SEE H - ELAPSE•A• EwPsE•A''- UNDERGROUND LOCATE LINE: STANDARD DRAWING 721 r ELLIPSE'13" ruck 811 0 9. THICKEN EDGE FULL DEPTH OF ADJACENT CURB b � '-tm-ELLIPSE-IT MIS PLAN SECTION. TYPE 18 N b< A MINIMUM OF 48 HOURS PRIOR TRAFFIC ARROW TO ANY EXCAVATION m S0. ALL JOINTS SHALL BE CLEANEDAND EDGED WITH AN b � EwvsE-e- b `d EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM - '� n 66 � T.1 J W 10 ¢ b 'A PMAAREpCFINISHISCOMPLETED. b . �iCLb FT OF RAMP 6'MIN 4'MIN L8 RAMP o_ &3%SLOPE LANDING L�I`�,L " CENTER PONn e of EwPses w a� Id TYPE 3SR(RIGHT) �'OBs+ep19�TSod�G\�� ¢ 5 2 2 A 1MIN I 2MAX CENTER POW GRID Is a'OM SouME TRAFFICARROW 'FIONAL 8� shoo WWq rD 7 B 58 1- 2 - I ' MIRROR IMAGE OF "��/,/T 4 I 2BI St' Sn'FGISTE '9cl W I 1 TYPE 36L TRAFFIC ARRON Q rYI,�L pt 15�015::.1 I'L' SIO ESt yv 2% 1 C 7 16 3 4 NAL -Y Y fr 1 H. 7 1-716 ��II N (BHOWN AT REDUCED SCALE) , 3 g W GRID IS r(INl souARE - - -- - SYMBOLMARKINGS- N MARKING AREA _ e" e- TRAFFIC ARROWS FOR 4B3&D FT - D PUBLIC WORKS L - LOW-SPEED ROADWAYS EVERETT DEPARTMENT '"c.u�s�'�." STANDARD PLAN M-24.40.02 JOB NO.: R313078.01 WASHINGTON MARKING AREA 5 Og 4 2 m '� 7.73&o.Fr. - -r e'- ^"S SHEET t OF 2 SHEETS DATE: 04/13/2022 J ' �'T6u RPOP T"OL�'Ip�Tp v,IIN`TAVI[w °"'Sw A 2022 � �. 2„ L. e, t0'-EWPSE'B"Ails AQPPR�O'V�ED FORPUUBLICATION SECTION A-A DETECTABLE WARNING PATTERN - ELLIPSE A' TYPE 33L(LEFT)TRAFFIC ARROW {�- A2anr ro M DESIGNED:D.BAGLEY mn> TYPE B CURB RAMP 319 IT-ELUPSE-B•MIS A=IS _ ern ❑ Of (( a g wA.wNI"A R..P...". " A" DRAFTED: D.BAGLEY CHECKED: B.DUNNING TYPE 2SL(LEFT)TRAFFIC ARROW o SCALE: AS SHOWN Of 3 DRAWING NO. C3.2 N v = SHEET: 7 of 1