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

3�, SECTION 14, T 28 N, R 4 E, W.M. w d I— 0a a. 0 _ N •I:w N a 3 _N 04 d > O >w N W N r O/ N 0 3 �2 Z 0 V y NOTES NOTES j 1. ALL MATERIAL DEPTHS ARE COMPACTED 1. FORMSSHALLBETRUETO LINE AND GRADEAND W 1+w DEPTHS. SECURELY STAKED. W PAVEMENT 2. IN WIDENING AREAS,THE EXISTING PAVEMENT 2. HALF DEPTH,3/8"K 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 WIDENING DIRECTED B SHALL IT 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED J 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 R/W O R W RETURNS.MAXIMUM SPACING SHALL BE 30 FEET. 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 55" 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 MIX AS CALLED 1/2"RADIUS 1"RADIUS OUT IN WSDOT STANDARD SPECIFICATIONS. IF USED MINIMUMCO LNG LAORATOR. 95%OF 2%MAX LANTE 2:1 MAXIMUM DENSITY FOR BOTH SUBGRADE AND 2% STRIP C 2%MAX MAX FILL TOP OF ROCK. — 6. STEEL FORMS MUST BE USED ON TANGENT 2:1 2% 2% 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,ETCSHALL ----- 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 0 DATA,CALIFORNIA BEARING RATIO(CBR),ETC. THE EVENT OF RAIN OR OTHER UNSUITABLE Z 3"ATB 4"COMPACTED DEPTH HMA CL 1/2", 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. o Y ti CONSTRUCTION NOTES SEE NOTE O RIGHT-OF-WAY REQUIREMENTS Op CEMENT CONCRETE SIDEWALK SEE 24" h SHORT PLAT ACCESS STREET=SO' STANDARD DRAWING 312 @ / , Neu 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%PASS ING J120051EVE § oEE 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 _ " ...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 U) O) NOTES ui z < Q 1"R 1"R Q ~ L~ 1. THE INTENT OF THIS DESIGN IS TO FACILITATE THE COMPA S(OpF�gR7ge2f 6" BLE - ADA ENTITOOA DRAINAGE STRUEUREVEMENT W W Q — SIOPEVAPI!_i ". 5'-0" // O 2. THECENTERLINEOFTHED U RAINAGESTRUCTURE ) LLI >+ _ 3/8"FULL DEPTH A AND GMAY DRFFER RATE FROM THE CENTERLINE OF THE FRAME w d L� z Lu C? EXPANSION JOINT >- UJ > W N _ U PAVEMENT --- - _ _ Z ? _ a 16 O _ —= Q W O o TYPE A-1 CURB 1 1 W I AND GUTTER. I..L Ll Z 8. �6" SEE STANDARD N � -. DRAWING 307. 5" 5" � W 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: 2-3/4" 6" / 6° 2.3/q"2-3/4" 2 3 4' 1/2"R 1" THE REC ANGULAR FRAME �•'�-:, 811 J RECESS A MINIMUM OF 48 HOURS PRIOR R 1/2" r 1/2"R TOP OF ROADWAY TO ANY EXCAVATION 10 o W iy e 1"R _ 1"R I` O' 10 Dw Imo'' d —�L_ Jr_I `ADJUSTMENT SECTION. '`r I_ ti 3 ! NOT INCLUDED IN CURB �'--_ -- . ,gym m € AND GUTTER BID REM _A i s `DRAINAGE STRUCTURE. NOT INCLUDED IN CURB U) o AND GUTTER BID REM �S`rl oNpL Q 6 30" SECTION ' '✓ i 1- - WSDOT STD PLAN F-10.16-0O ACEPTABLE SUBSTITUTE Lk, a s CITY OF EVERETT 8. CITY OF EVERETT PUBLIC WORKS DEPARTMENT =s f,,. �/ \ PUBLIC WORKS DEPARTMENT JOB N .. R313078.0 DATE:O 04/1 3/2 0 2 21 J c 1672017 $ w a W w..� /3/2220019 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 1