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EVERETT CHASE BANK L City of Everett Permit Review EVERETT Status:Reviewed for Permit A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. 09/13/2023 2:35:52 PM CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON NOTES AND DETAILS LETTERING NOTES OPTIONAL 1. CUTORSAWEDIOINTS SHALL BE PLACED NOTTO EXCEED I5'ON CENTER.THRU JOINTS SHALL BE Z RAISE - 1/2" 10" PLACED ONLY AT POINTS OF TANGENCY ON 2 WIDE BORDER STREET ALLEY AND DRIVEWAY RETURNS AND IL WHERE THRU JOINTS OCCUR IN THE PAVEMENT K 2-1/2" 5" 2-1/2" STAB. U W 2. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED � El/2" 1"RADIUS, OUT IN WSDOT STANDARD SPECIFICATIONS. TYPICAL,2 PLACES 3. CONCRETE CURBS WILL BE ANCHORED TO THE CLEARANCE BETWEEN PIPES PIPE ZONE BEDDING EXISTING PAVEMENT BY USING AN ADHESIVE.THE FOR MULTIPLE INSTALLATIONS NOTES PAVEMENT ADHESIVE SHALL MEET THE REQUIREMENTS OF 1n • �1-1/2"R 1 m SECT ON 9.26.1 OF HE WSDOT/APWA STANDARD MIN/MUM AS SPECIFIED SPECIFICATIONS FOR TYPE 11 EPDXY BONDING Z 1. O NOTES D/STANCE TRENCH WIDTH SHALL BE IN ACCORDANCE _ AGENT. I. ALTERNATNECOVER SYSTEM PIPE SIZE WITH WSDOT STANDARD SPECIFICATIONS �J MAYBE SUBMITTED FOR BETWEEN SECTION 2-09.4. � .. .... APPROVAL BY DWNER/ENSINFER. BARRELS ADHESIVE 1" UJ A° 2. FOR SANITARY SEWER INSTALLATION, i. PIPE MATERIAL AS SPCUFlED BY -NEER. CIRCULAR PIPE 12 TO 24" 12" CONCRETE PIPE SHALL BE BEDDED TO SPRING U U) N 3. PIPE DIAMETER AS SHOWN PER JO" TO 98" DIAMETER 2 LINE. M 3000 psi CLASS C ww. (DIAMETER) / EXTRUDED CEMENT CONCRETE CURB SECTION LU£ CONCRETE (TYP.) 102" TO 180" 48" 3. GRAVEL BACKFILL FOR PIPE ZONE BEDDING J W o (IN2'-0' SHALL BE IN ACCORDANCE WITH WSDOT Z u ¢ 1 O" BE TRAFFIC PIPE ARCH 78" TO 142 12" STANDARD SPECIFICATIONS SECTION J Z o. BEARING AREAS) METAL ONLY 43" TO 200 JAM 48" /2 (SPAN) 148" TO 200" 48" • °W o $-3/J"� 1 4. PIPE ZONE BACKFILL SHALL BE IN ACCORDANCE d WITH WSDOT STANDARD SPECIFICATIONS ur F/:� 1-1/ 5/8" �- SECTION 7.08.3(3). Z o 3 4-3/4 TOP OF W(SEE NOTE 1) a 12 0 SUBGRADE Z Z Z o 4 FIBRE JOINT -O O.- O -O. / ss•MAxsPA°NG = w PACKING �� D �..0. 0 �.. A�� o i7 P/PE ZONE 7 BACKFILL W O$v 7-3/4 45"(1/8) 0 a LJ W>N °� B. BEND BEDDING _ H m SAWarIDINr x m 15" MATERIAL ¢ Z ,�O in Ol FOR a SEE SECTION CEMENT CONCRETE CURB �LL S i 7HERMOPLAST7C o 2 z N N CAST IRON RING AND COVER PIPE(SEE '_� L�rl V/ NOTES) FOUNDATION JOINT SPACING PUBLIC WORKS Z W OD u v _ _____________ 2 LEVELri `EVERETT WASHINGTONDEPARTMENT Z A c iiJ 11 4--PLUG TO BE SEALED W I N SAME MANNER AS THERMOPLASTIC PIPE 47i67zov w o -- 3J MAIN MAIN JOINTS EXTRUDED CEMENT CONCRETE CURB 311 �JLa _ L STORM DRAIN CLEAN OUT DETAIL PIPE ZONE BEDDING AND BACKFILL v 1 NOT TO SCALE NOT TO SCALE PC.B9 3 EXTRUDED CEMENT CONCRETE CURB NOT TO SCALE CITY OF EVERETT ANDARD DRAWING N0.311 �4C`'e ov1*nsall�y �o MOFJouTHIc y THICKENED EDGE NOTES BROOM FINISH ALL BROOM FINISH ALL Oa NOTES 3/8"FULL DEPTH EXPANSION CURBANDSIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM OF 4"HICK,AND SURFACES BEFORE 30 9 SURFACES BEFORE - JOINFULL DEPTH EXPANSIONMAXINTERVALMA SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT SMOOTH TROWELING SMOOTH TROWELING 1. DETECTABLE WARNING PATTERN AREA SHALL BE �T JOINT 30'MAGROOVE C HMA OR 6" YELLOW IN COMPLIANCE WITH WSDOT/APWA A JOINT 30'MA%INTERVAL MATCH STANDARD SPECS,WITH AIR ENTRAINMENT(MIN 4.5 EDGES AND101NTS 2 EDGES AND101NTS CURB FULL DEPTH JOINTS V-GROOVE CONTROL PAVE 1'R 2%MAX %,MAX 6.5%). 1 STANDARD SPECIFICATION SECTION 8-14.3(3). o Ry61 l�yQ, JOINT 1/4"DEEP 5- PAVEMENT m B BACK OF SIDEWALK 2. CURB RAMPS SHALL BE ISOLATED FROM ADJACENT 9SIONAL�G 3/8"HALF DEPTH INTERVALS BETWEEN FULL = 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL EXPANSIONJOINT AND HALF DEPTH EXPANSION 1 ..........:•""4-•''"'` GENERALLY BE PLACED TO MATCH HOSE IN SIDEWALK BY 3/8"FULL DEPTH EXPANSION WINTERVALS JOIN1STYP 1 •`'�y ADJACENT CURB&GUTTER(WITHOUT PLANTER loNi. 2023.09.06 4'CRUSHED mi' A I A BETWEEN FULL DEPTH STRIP).MAXIMUM SPACING OF 30 FEET,FINAL ¢. 3/8"N LF SIODEPTH SURFACING i * fJ * 3. GUTTERSECTION AT SHALLTI EXPANSION JOINT SPACING DETERMINATION SHALL BE DECIDED BY HE L II 8.3%MA% r11 8.3%MAX J ISOLATED FROM ADJACENT GUTTER SECTIONS BY IO BASE COURSE, :i •. INSPECTOR IN THE FIELD. E E J �_ E J O 'Y 15'INTERVALS _ I lI A3/8"FULL DEPTH E%PANSION101NT. O BETWEEN FULL COMPACTED 8" 12" X T095%MA% 3. SUBGRADE SHALL BE COMPARED TO NOT LESS THAN 10 4. CURB RAMP AND GUTTER SECTION AT CURB RAMP ' DEPTH DENSITY 95%OF MAXIMUM DENSITY. MAY BE POURED MONOLITHICALLY. CO VGROOVE CONTROL MONOLITHIC CURB --- -- a JOINTI/4"DEEP 6" 4. ANDBESIDEWA INDROLBCURB(SE AT (STT 6"ANDARD DRAWING HICK IN RAMP .--6'LANDING RAMP 5. TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY FROM FACE OF CURB &SIDEWALK SECTION AND BEHIND ROLL-CURB(STANDARD DRAWING 308). 6'MIN WMIN STANDARD DRAWING 307. a S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ITMAX IS'MA% FACE OF CURB 6. FOR RETROFIT INSTALLATION SAWNTAND V-GROOVE CONTROL JOINT 6 TRANSPARENT CURING CO MPOUNDCOVEREDBY 5 O M.2%SLOPE REMOVE EXISTING SIDEWALK,CURB AND GUTTER PER P ANS 1/4"DEEP$'INTERVALS 6-MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE 5 SECTION ALONG NEW EXPANSION JOINT Ln W BETWEEN FULL AND HALF Jam' I"R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. 3 B LOCATION.SAWCUT EXISTING PAVEMENT AS H Z z DEPTH EXPANSION JOINTS TYP 2%MAX CURING TIME SHALL BE FOR A MI NI MUM OF 72 4 REQUIRED FOR FORMING OF NEW CURB AND HOURS. 3 GUTTER.PATCH PAVEMENT AS REQUIRED. m M d CROSSWALK SEE Q MONOLITHIC CURB&SIDEWALK .........._.::s.�.. a PLAN LL UJ TYPE E-1 CURB ?- ?'•^°�"°�-"' 6. ALLJOINTS SHALL BE CLEANED AND EDGED WITH AN STANDARD DRAWING 721 7. FLUSH WITH GUTTER INOUP PERMITTED) r W "\"•..� EDGER HAVING A 3/8"RADIUS AFTER FINAL BROOM LU (O TYPE E-1 CURB&SIDEWALK FINISH IS COMPLETED. S. A MIN OF4'CLEAR SPACE,WHOLLV OUTSIDE THE Q ¢ y HMA OR CONC 4"CRUSHED SURFACING RAMP RAMP 6' PARALLEL VEHICLE TRAVEL LANE,SHALL BE 1:PAVEMENT 7. SIDEWALKS ARE WMIN WIDE OR AS APPROVED BY THE 6'MIN MIN PROVIDED WITHIN THE WIDTH OF THE U COMPARED )- BASE COURSE, CITY ENGINEER. IT MAX V MIN 15'MAX CROSSWALK OR PEDESTRIAN STREET CROSSING 0 3/8"FULL DEPTH EXPANSION SERVED BY THE RAMP. Z JOINT 30'MAX INTERVALTYPE E-1 CURB T095%MAX DENSITY g, FOR REPLACEMENT PROTECTS,CURB REVEAL SHALL 1 9 LANDING W CURB FULL DEPTH 10 NTSMATCH MATCH EXISTING REVEAL,WHICH MAY BE LESS THAN - 9. 6"W X 10"H POURED IN PLACE CONCRETE CURB Q J Q M Q' V-GROOVE CONTROL JOINT I/4" TYPE E-1 CURB,PLANTER STRIP& DIMENSIONS AS SHOWN IN STANDARD DRAWINGS THE STANDARD 6".NEW CURB SHALL MATCHMAX 2%SLOPE INTEGRAL WITH RAMP. Ln LU JaN W DEEP S'INTERVALS BETWEEN FULL 3/8"FULL DEPTH EXPANSION SIDEWALKSECTION 307-309. 10.ALL JOINTS SHALL BE CLEANED AND EWEDWITH LWL W V~1 x^x Do AND HALF DEPH EXPANSION JOINT 3W MAX INTERVAL AN EDGER HAVING A 3/8"RADIUS AFTER FINAL r p J F JOINTS TYP BROOM FINISH IS COMPLETED. O z¢ ¢ VGROOVE CONTROL UMIN N p O U 3/8"HALF DEPTH JOINT I/4"DEEP S' COLDIOINT (SEE NOTE 7) SECTION A-A A ..I Z O N -1 EX CONCRCE EX ANSION JOINT INTERVALS BETWEEN FULL 2%MAX SIDEWALK uj ¢ K ¢ IVINTERVALS BETWEEN AND HALF DEPTH EXPANSION HMA OR CO NC p GMIN CL J F N LL 3V FULL DEPTH JOINT JOINTS TYP PAVEMENT - LANDING B RAMP H 3/8"HALF DEPTH �;n..... . .-a-a-. 7 (J e .. EXPANSION JOINT ��lh� 4"CRUSHED SURFACING BASE 2 6 T O W LU ¢ IS'FULL DEPTH VALS TYPE A-1 ::::::.....;:;_�� COURSE,COMPARED TO 95% a m W L1.I Z COLOJOINT 30'FULL DEPTH JOINTS S ERSTANDARDR MAX DENSITY MIN MAX 11 = J U DRAWING 307 2%MA% B 5 1-1 ° U U TYPE A-1 CURB&SIDEWALK SECTION o 7 1 a TYPE A-1 MATCH EXISTING CURB D 78 1-716 �� DESIGNER: K.MAUREN CURB&GUTTER '� REVEAL,SEE NOTE 8 � v ENGINEER: B.ALLEN a REPLACED PAVEMENT EVERETT PUBLIOWORKS m��D� EVERETT PUBLICWORKS DRAWN: L.BESLER TYPE A-1 NEW WASHINGTON DEPARTMENT - _. WASHINGTON DEPARTMENT S30 T28N R05E WM CURB&GUTTER ____ cu88 z,� ;,.� ^-n ZT10T022 5 -a to �� m� o5]0672022 DATE: 2023.09.06 EXISTING = REVISED: PAVEMENT -- CEMENT CONCRETE CURB& SECTION B-B DETECTABLE WARNING PATTERN '"""'"-' TYPE A-1 CURB&SIDEWALK REPLACEMENT CURB DETAIL SIDEWALK DETAILS 312 TYPE C CURB RAMP 320 PROJECT: 22-281 DWG NAME: 22-281-C CEMENT CONCRETE CURB & SIDEWALK DETAILS �/ SHEET REV. 4NOT TO SCALE CITY OF EVERETT DETAIL NO.318 r N SCALEOT TO T I P EC CURB RAMP CITY OF EVERET STANDARD DRAWING N0.320 p J 8 OFF 10