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

SECTION 14, T 28 N, R 4 E, W.M. w a 0 z I C) NOTES NOTES 0 I. ALL MATERIAL DEPTHS ARE COMPACTED 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND w Of DEPTHS. SECURELYSTAKED. PAVEMENT 2. IN WIDENING AREAS,THE EXISTING PAVEMENT 2. HALF DEPTH,3/8"x 1-1/2",EXPANSION JOINTS C/L EDGE SHALL BE SAW-CUT TO LEAVE A JOIN SHALL BE PLACED ON 15-FOOT CENTERS. POINT.ANY TRAFFIC STRIPING REMOVED OR ALTERNATE ROADWAY SECTION STANDARD ROADWAY SECTION DAMAGED DURING R AS DIRE TED B SHALL IT 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED REPLACED IN KIND OR AS DIRECTED BY THE CITY ADJACENT TO CATCH BASINS,INLETS AND AT POINTS ENGINEER. OF TANGENCY ON STREETS,ALLEY AND DRIVEWAY OA RETURNS.MAXIMUM SPACING SHALL BE 30 FEET. R/W RW 3. COMPACTION TESTS ON SUBGRADE AND TOP OF 65" PRE-MOLDED JOINT FILLER SHALL BE 3/8"WIDE. ROCK WILL BE REQUIRED.THE NUMBER OF TESTS SHALL BE AT THE DISCRETION OF THE CITY S.S. 4. ALL JOINTS SHALL BE CLEAN AND EDGED. V MIN 1'MIN INSPECTOR.ALL TESTING SHALL BE THROUGH A O 5'MIN 8 e D LICENSED LABORATORY.THE S. CONCRETE SHALL BE COMMERCIAL MIXAS CALLED 1/2"RADIUS 1"RADIUS OUT IN WSDOT STANDARD SPECIFICATIONS. IF USED MINIMUM COMPACTION LAB N SHAL ATORY.E 95%OF 2%MAX LAND 2;1 MAXIMUM DENSITY FOR BOTH SUBGRADE AND 2e� STRIP C 2%MAX MAX FILL TOP OF ROCK — 6. STEEL FORMS MUST BE USED ON TANGENT 2;1 2% 295 SECTIONS.WOOD FORMS MAY BE USED ON CURVED MAX CUT 4. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, D/W SECTIONS. MONUMENTS CASES,VALVE BOXES,ETC SHALL ----- 1"RADIUS BE THE RESPONSIBILITY OF THE CONTRACTOR OR = CUT L 7. FINISH SHALL BE LIGHT BROOM FINISH. 4"MIN CRUSHED DEVELOPER. 4% SURFACING BASE E _ _ — 8. THE FINISHED CURB SHALL BE SPRAYED WITH A COURSE 3"HMACI l/2", MIN 4"CRUSHED SURFACING 5. ROADWAY SECTION MAY BE PROPOSED WITH TRANSPARENT CURING COMPOUND AND COVERED PG 64-22 BASE COURSE SUBMISSION OF SUBSTANTIATING ENGINEERING By WATERPROOF PAPER OR PLASTIC MEMBRANE IN O DATA,CALIFORNIA BEARING RATIO(CBR),ETC. THE EVENT OF RAIN OR OTHER UNSUITABLE z 3"ATB 4"COMPACTED DEPTH HMA CL I/2", TO SUPPORT THE ADJUSTMENT.THE PROPOSAL '" WEATHER.CURING TIME SHALL BE A MINIMUM OF PG 64-22,2 UFTS REQUIRED MUST BE APPROVED BY THE CITY ENGINEER.FOR 72 HOURS. 4"CRUSHED SURFACING / \ 4"CRUSHED SURFACING BASE COURSE DESIGN PURPOSES,THE MINIMUM THICKNESS BASE COURSE OF HMA CL 1/2",PG 64-22 SHALL BE 3" 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN 4"GRAVEL 80RROW COMPACTED DEPTH.COMPACTION SHALL BE AN OF 4"OF CRUSHED SURFACING BASE COURSE. AVERAGE OF 91%OF RICE DENSITY. 0 Y ti CONSTRUCTION NOTES SEE NOTE O RIGHT-OF-WAY REQUIREMENTS Op CEMENT CONCRETE SIDEWALK SEE 24" _ ^ �°i� h SHORT PLAT ACCESS STREET=SO' STANDARD DRAWING 312 LOCAL ACCESSA =60' LOCAL ACCESSB =60, O AMENDED SOIL 60%BACKFILL PER SAND BZ am OPAVEMENT WIDTH DRAINS(WSDOT STD 9-03.13).40%COMPOST. TYPICAL SECTION + Q3m B •PH RANGE 5.5-7.0 8 SHORT PLAT ACCESS STREET=12' • 5%PASSING#2DO SIEVE § oEaN LOCAL ACCESSA =14' •8-12%ORGANICMATTER s LOCAL ACCESS =16' •21NCH/HR MIN LONG TERM HYDRAULIC E n CONDUCTIVITY PER ASTM D 2434 AT 85% n OC CONCRETE CURB AND GUTTER TYPE A-1 COMPACTION x v o SEE STD DWG 3D7 •COMPOST SHALL BE FROM EVERETT PUBLIC WORKS EVERETT PUBLIC WORKS DEPARTMENT OF ECOLOGY PERMITTED y DEPARTMENT DEPARTMENT COMPOSTING FACILITY. WASHINOTON WASHINBTON _ o ...P.,.... .."...._ �." 01/10/2o22 1/i2 20 2 TYPICAL ROADWAY SECTION " " TYPE A-1 E% NON-ARTERIAL STREETS 302 I CEMENT CONCRETE CURB&GUTTER 307~ ,., 1 o N 00 CD NOTES I.I.I z Q 1"R 1"R Q ~ L~ 1. THE INTENT OF THIS DESIGN IS TO FACILITATE THE S(OpF BAR/ge2f 6" BLE - ADA ENTCOMPA ITOOA DRAINAGE STRUEUREN OF HOT MIX ASPHALT VEMENT W W Q — SIOPEVAPI!_i ". 5'-0" 5'-0" //N O _I I= 2. THECENTERLINE OF THE DRAINAGE STRUCTURE U) LLI MAY D 3/8"FULL DEPTH A AND GRRATE FFER FROM THE CENTERLINE OF THE FRAME w d L z Lu EXPANSION JOINT Q UJ > W N _ U U OI = _= PAVEMENT --- - _ _ z ? _ a O _ —= Q W O o TYPE A-1 CURB ILL W I AND GUTTER. ILL 9 g^ �6„ SEE STANDARD N z 1 8. DRAWING AR S" 5" � z GUTTER PAN A RECTANGULAR FRAME AND GRATE. NOT INCLUDED IN CURB AND GUTTER BID REM z FACE OF CENTERLINE OF CURB I— FRAME&GRATE. v1 I SEE NOTE 2 CATCH BASIN GUTTER PAN THE CONTRACTOR SHALL BE FULL, o TYPE E-1 CURB TYPE E-2 CURB PLAN VIEW RESPONSIBLE FOR THE LOCATION AND b Q 2'-101/2" PROTECTION OF ALL EXISTING MATCH UTILITIES AND SHALL VERIFY ALL O 61/2 13" ROADWAY UTILITY PRIORTO CONST UCOTOAN BOY CALLLING THE: Q 1" I SLOPE SLOPE THE GUTTER PAN DOWN TO iyy UNDERGROUND LOCATE LINE: 60 2-3/4" 6" 2-3/4" 23/4' b° 2.3/4" 1/2"R 1" THE RECTANGULAR FRAME �•'�-:, 811 J �— —y �--—y 3' RECESS A MINIMUM OF 48 HOURS PRIOR R 1/2" r 1/2"R TOP OF ��`� TO ANY EXCAVATION ROADWAYlo f o W iy e "ll" _ 1"R Jr_ `ADJUSTMENT SECTION. ti 3 ! NO TINCLUDEDINCURB m € AND GUTTER BID REM s `DRAINAGE STRUCTURE. Q �,� .•J� NOT INCLUDED IN CURB U) o AND GUTTER BID REMILI Q 6 30" SECTION ' '✓ i 1- - WSDOT STD PLAN F-10.16-00 ACCEPTABLE SUBSTITUTE Lk, a s CITY OF EVERETT $, CITY OF EVERETT PUBLIC WORKS DEPARTMENT .. R31307 JOB N PUBLIC WORKS DEPARTMENT 8.01 I� DATE:O 04/1 3/2 0 2 2 J c �1672017 $ w a ;ZZ'W . " 1//3%2200 1 9 DESIGNED:D.BAGLEY TYPE E-3 CURB TYPE E-4 CURB ISOMETRIC VIEW DRAFTED: D.BAGLEY c0 N TYPES E-1,E-2,E-3&E-4 CEMENT CONCRETE CURB o Iss CEMENT CONCRETE CURB&GUTTER 309 AND GUTTER PAN " 343 = CHECKED: B.DUNNING SCALE: AS SHOWN If o 3 DRAWING NO. $ C3.1 N v = SHEET: 6 Of 10