4001 SMITH AVE 2024-11-08 - Laserfiche WebLink

CITY OF EVERETT DETAILS/TYPICALS verizon PROJECT: P—ECT ID NUMBER 1703MNTR.004 ROW EVT 1332 MONOLITHIC THICKENED EDGE NOTES NOTES PEaMITTING ENTRY: CURB AND SIDEWALK CITY OF EVERETT 3/8"FULL DEPTH EXPANSION 1. SIDEWALKS SHALL BEAMINIMUM OF 4"THICK,AND 1. "V"GROOVES SHALL BE SPACED TO CORRESPOND 3/8"FULL DEPTH EXPANSION VALMA JOINT 30'MAX INTERVAL 1"R SHALLBECOMMERCIALMIXCONCRETEASCALLED TO TH E MARKINGS IN EXISTING SIDEWALKS,ORAS JOINT FULL DE INTERVAL MATCH 6^ OUT IN WSDOT STD SPECS,WITH AIR ENTRAIN MENT DIRECTED BY THE ENGIN EER. PawECT Locnnou CURB FULL DEPTH JOINTS JOINT 1VE CONTROL HMAOR T MIN 4.5%,MAX 6.5%). JOINT DEEPS' PAVEMENT 2%MAx t 242039TH STREET EX HALF DEPTHINTERVALS BETWEEN FULL 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL 2. OBSTRUCTIONS SHALL LL TER HAVE XESFULL AND OTHER3/8" EXPANSION JOINT AND HALF DEPTH EXPANSION GENERALLY BE PLACED TO MATCH TH05E IN B B OBSTRUCTIONS SHALL HAVE FULL DEPTH 3/8" EVERETT,WA 15'INTERVALS JOINTS TYP •> ADJACENT GUTTER PLANTER EXPANSION JOINT MATERIAL PLACED AROUND BETWEEN FULL DEPTM 3/8"HALF DEPTH _ STRIP).MAXIMUM SPACING OF 30 FEET,FINAL THEM. EXPANSION JOINT SPACING DETERMINATION SHALL BE DECIDED BY THE dc PT A PT INSPECTORINTHEFIELD. 3. ALL SIDEWALK EDGES SHALL HAVE I/2"RADIUS. 15'INTERVALS BETWEEN FULL 8.. 12' 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 4. MINIMUM WIDTH OF SIDEWALK IS 5'(NOT _ ' DEPTH 95%OF MAXIMUM DENSITY. INCLU DING THE WIDTH OF WE CURB). d VGROVE CONTROL L.I..I JOINT I/4"DEEP 6" MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 5"THICK IN DRIVEWAYS C 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS O r^ AND BEHIND ROLL-CURB DARD DRAWING 308). U Z < FROM FACE OF CURB &SIDEWALK SECTION AT CORNERS,BUT NOT RE UIRED FOR SIDONS. + Q Z S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A ALL CURB RAMPS SHALL HAVE A THICKENED EDGE 'Row O O O THE DEPTH OF THE ADJACENT CURB,INCLUDING In PEI IANS TRANSPARENTCURING COMPOUND COVERED BY CURB RAMPS BUILT ON TANGENT SECTIONS OF U ^ Q 5'MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE SIDEWALK.MONOUTHIC NRB AND SIDEWALK VGPOVECONTPOL101NT1/4' fi - J0� 3"R EVENT TIMES RAIN ALL BE FORA OF HER. CO FORMING TO STD DWG 312 DO NOT REQUIRE A 1 Q DEEP S INTERVALS BETWEEN W FULL AND HALF DEPTH 2%MA% HOURS.TIME SHALL BE FORA MINIMUM OF]2 EXPANSION JOINTS TYP MONOLITHIC E a ADDITIONALTHI[KENED EDGE. CURB&SIDEWALK 6. ALLJOINTSSHALL BECLEANEDANDEWEDWITHAN L O W H- TYPE E-1NR8 \.. ,/\ p_ EDGER HAVING A 3/8"RADIUSAFTER FINAL BROOM PC PC 6. FOR CURB RAMP DETAILS SEE DRAWINGS38,39 AND 320.TANDARD y Z TYPE E-1 CURB&SW FINISH I5 COMPLETED. L HMA OR CONC 2"CRUSHED SURFACING /�/1� Z Z I— F- PAVEMENT 7. SIDEWALKSARE S'MIN WIDE,EXCEPT 6'ALONG Xy O > BASECOURSE,COMPACTED ARTERIALS,INCOMMERCIALAREAS,ORAS O 1 1 318"FULL DEPTH EXPANSION T095%MA%DENSITY U LL APPROVED BY THE CITY ENGINEER. JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB -- O CURB FULL DEPTH JOINTS 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB _ TYPE E-1 CURB,PLANTER STRIP& FOR REPLACEMENT PROJECTS.THIS MEANS THAT WE c S U VGROVE CONTROL JOINT I/4"DEEP FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL co Q Lcl 5'INTERVALS BETWEEN FULL AND 1/2"FULL DEPTH EXPANSION SIDEWALKSECTION SECTIONBUT THE ASPHALT STREET WILL COVER FACE C Z J Q HALF DEPTH EXPANSION JOINTS TYP JOINT 301 INTERVAL OF CURB SO LESS THAN 6-MAYBE REVEALED. C a �Uj/ VGROVF CONTROL 5'MIN COLDIOINT w L.I. D-' 3/8"HALF DEPTH JOINT 1/4"DEEP 5 COLD JOINT —ItI— c EX ANSIONJOINT INTERVALS BETWEEN FULL CEMENT CONCRETE (? TYPE"A" _ d' 15'INTERVAIS BETWEEN AND HALE DEPTH EXPANSION 2%MA% SIDEWALK - COLD101NT THICKENED EDGE L/T ■ U) W 30'FUIL DEPTH JOINT JOINTS TYP HMA OR CONC Vl ■ ■ 0 PAVEMENT a.. 2%MA% 1 W ■ w Z 31 HALF DEPTH / - " »" 2%MA% 1 2%AX 1 J- l,J O Q z EXPANSION101M \\ 2"CRUSHED SURFACING 15'INTERVALS BETWEEN TYPE A-1 % COURSE,COMPACTED TO 995 Q 5% i t' COLD101NT 30'FULL DEPTH JOINTS CURB&CUTTER {{I �i SEE STANDARD MAX DENSITY a DRAWING 30] MONOLITHIC CURB&SIDEWALK SECTION n SECTION A-A SECTION B-B SECTION C-C CITY OF EVERETT CITY OF EVERETT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT FOR TYPE A-1 Ma ,._. -.. ESI E ^ '�^-.. De/]6/201] M' :"" a^ w o4}i6%zo9 CURB&CUTTER ^^• CEMENT CONCRETE CURB& CEMENT CONCRETE SIDEWALKgroup TYPE A CURB&SW SIDEWALK DETAILS 312s AT CORNERS 313 Fores%e Gmup,Inc. w I www.fB40c.net 3000 E Cesar Chavez 8t. 0 1 334.887.8084 BUIIe 400 f1334.887.8024 Auatin,T%]B]02 NOTES NOTES FINAL101NTMUST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE 1. S'MIN SEPARATION BETWEEN PUBLIC UTILITIES BE SAWCUT BA WILLED AND PATCHED WITH TEMPORARY OR FROM PRIVATE UTILITIES. EXISTING ASPHALT A ASPHLT CONCRETE(2"MIN) ASPHALT AT THE END OF EACH WORK DAY,UNLESS CONCRETE PERMISSION 15 GRANTED TO DO OTHERWISE BY THE 2. MIN SEPARATION REQUIREMENTS FROM PUBUC TOMATCHLTCONC TING THICKNESS CITY ENGINEER. UTILITIES APPLY WITHIN EASEMENTS AND EXISTING CEMENT PRIVATE PROPERTY. CONCRETE 2. ALLTEMPORABY PATCHES ON TRENCHES SHALL BE 6"MIN SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS OF 10'UTILITY 30'UTILITY C MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. EASEMENT SEE STANDARD DRAWING MID EASEMENT MATCH EXISTING THICKNESS 3, CEMENT CONCRETE FOR PATCHING SHALL BE PAVEMENT 6"MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT STANDARD SPECIFICATIONS. I SOUTH OR WEST 4L NORTH OR EAST SEE STANDARD DRAWING 614 SIDE OF STREET SIDE OF STREET SEE STANDARD SEE STANDARD ENGINEER: AB EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE i I DRAWING 300 DRAWING WO \� DRAWN BY: SS FINAL101NT MUST REVISIONSI •� BE SAWCUT /// - ASPHALT CONCRETE(3"MIN) I ��/ + _.,q,:,�.,.t// DATA DESCRIPTION INITIAL EXISTING ASPHALT REPLACEMENT PATCH BE /'i�//�\/��\��\\/\\//�\ \/// /\ •. //\//\\\\\/��\��\\\y_ CONCRETE 1"THICKER THAN PREVIOUSLY USLY EXISTED 'v O O O OCOI{VER\//�\/��j��l\\\� O O O O\ 6"MIN 6" IN CRUSHED SURFACING I 0 h 0 TOP COURSE SEESTANDARD DRAWING 614 �'R rUz O O EXISTING ASPHALT CONCRETE OVER PREPARED GRADE MIN W o �2 �d 'off 'o ui FINALIOINT MUST CIS w CA Q EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT K BE SAWCUT z I r' THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE CEMENT CONCRETE(8"MIN) i z EXISTING CEMENT REPLACEMENT PATCH TO BE PROPERTv OF MCI COMMUNICATIONS SERVICES,INC..BOT CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B PAVEMENT REPRODUCED, COPIED, OR USED FOR ANY PURPOSE .y WITHOUT SPECIFIC WRITTEN PERMISSION. K§ ' x SCALE "= 6"MIN T6"MIN OPCOURUSHEDSURFACING CITY OF EVERETT CITY OF EVERETT RT HORIZONTAL: N/A TOP COURSE PUBLIC WORKS DEPAMENT PUBLIC WORKS DEPARTMENT �3 SEE STANDARD DRAWING 616 ""'arr vss ro¢x`wo ; :+:r s.ss ;a'.,T oo i.'°'ivn,x¢r. '^" �267201] 8 04/26/201] EXISTING CEMENT CONCRETE OVER PREPARED GRADE VERTICAL: N/A PAVEMENT PATCHING DETAILS 326 TYPICAL UTILITY LOCATIONS 330V SHEET: E-03