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Approved C5.1-244THEXISTINGG H EXISTING MATERIAL FINAL JOINT SHALL BE A NEAT STRAIGHT LINE AND ALL EXPCISED EDGES: SHALL BE TACKED NEATLY WITH 4JSDOT STANDARD I, SPECIFICATIONS 5-44,3<5)A APPROVED TACK OR APPROVED EQUAL. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING HMA CLASS 112' PG 64-122 (SEE NOTE 5) f ,' •' 'r t *..i ~ v J. +' +sue 4 '174 a �� - � - T�TI 4" -I III - 4 - 1-1/4' MINUS TRRENCH WIDTH CSBC PER VSDOT 9-03`9(3) IMPORT 9R NATIVE MATERIAL SEE NOTES 0 4) BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) N❑TE SI 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISI❑N 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2, SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING C❑MPANIES D❑CUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95 DENSITY PER ASTM D 1557. 3, CSBC. DEPTH SHALL BE A MINIMUM 6' OR MATCH EXISTINIG WHICHEVER IS GREATER, WHEN MATICHING EXISTING CSBC DEPTH GREATER T14EN 6', THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6' 4, IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2` OF CSBC SHALL BE REPLACED WITH A SEPARATE 2' LIFT (IF 5/8' MINUS CSTC PER 'WSDOT 9-03.9<3). 5, HMA DEPTH SHALL BE A MINIMUM OF 4' THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4' SHALL MATCH EXISTING. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2', 6. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFOPMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS APPROVED JOINT SEALANT OR APPROVED EQUAL. a N 0 0 01 N a Q 5 0 01 v U N 0 i7 -• I T- --:- fi fl --D.S----- -- - . 0. Y STANDARD DETAIL Apomms D, fiEBERT 04r2/7 TYPICAL HMA AND UTILITY WATCH R. ENGILISH 11Of04f11 R. ENGLISH 02/W/15 � 7/2�IA03 NTS SCALE [}rrc do. E2.3 LEGEND EXISTING PROPOSED -- PROPERTY LINE R.O.W. CENTERLINE EASEMENT WALL CONCRETE EX. A.C. PAVING NEW A.C. PAVING - LT. DUTY " " " " " . ......... NEW A.C. PAVING - HVY. DUTY NEW A.C. PAVING - ROADWAY 8- - - - w WATER MAIN 8 - - - S SEWER MAIN 12" - _ pD- STORM DRAIN ,c� i FIRE HYDRANT ED WATER METER m GATE VALVE O SEWER MANHOLE ❑ STORM CB G❑ STORM MANHOLE - - E - ELECTRICAL LINE - - - T - - TELEPHONE LINE - - - c - GAS LINE POWER VAULT -0- + UTILITY POLE STREET LIGHT SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA IGRiND AREA EXISTING CURB EXISTING ASPHALT AND BASE MATERIAL CD PTH MAY VARY) CITY REPRESENTATIVE SHALL CCNFTR" LIMITS Or GRINDING OPERATI❑NS PRIOR TO PERFORMANCE IF WORK, 18 cjo .0. F. D M 0f"­--d'D S.... C ITLY. PLVI IS STAIADARD DETAIL *itavn ale w` a zc" NTS "°. E2.4 CITY INSPE-TIEN REQUIRED ON F❑RPO WURK PRIC0. TC P❑UR -142' do 1' R F BATTER d y.� IRS OZ5 ET/F7 d A 4 .r a 18' STANDARD 24' ARTERIAL Z - 5/8' MINUS NOTES: 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. EXPANSION .J❑INTS SHALL BE PLACED ADJACENT TO CATCH BASINS. 3.. EXPANSION J❑INTS SHALL BE EMERY 10 FEET AND DUMMY (CIINSTRUCTION) JOINTS EVERY 5 FEET, 4. EXPANSION J❑INTS SHALL HAVE 1/8" TO 5/Sr WIDE PRE'MULDED JOINT FILLER. 5. CONCRETE SHALL BE. CLASS 3- 3400PSI, 6. FINISH SHALL BE LIGHT BROUR 7• CURB SMALL BE. SPRAYED WITH CLEAR CURING COMPWND OR SHALL BE COVERED AND KEPT MDIST FOR 72 FOURS, 8- ALL SIDEVALKC POURED BEHIND CURB IN DRIVEWAY AREAS SMALL BE b' THICK OVER 2' OF CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. 1TY--.-0E- -E-D-M&ND-S REVISIONS STA N DA.R D [D ETAI L Appleevro IN ZRIE M GEEERT 4/27/05 ST== TIPE"ir _A MIDETAIL D_ GEBERT 4.12/07 BuITE SCALE NTS lilti' 7/24/01. PITS E2.8 TERRAFORMA W IIL o 2 PF DESIGN GROUP, INC. :) 0 L0 .2 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE O w m C c 5027 51ST Avenue SW Seattle WA 98136 0 N phone 206.923.0590 website terraformadesigngroup.com � a C 08 E 0. CITY INSPECTION REQUIPF I -1r.] F f-.rr,-1 WORK PRIOR TO P❑UP � V EFANSION JOINT W � 10, DUMMY JdIhIT H o - - _ O ao s U 9 ao t ,. ;.. a 4V N0) r �• �. amo Al 41 Z Y Iil � 2' MIN. L ZE 10' O.C. 'S, O.0 - m SAW CUT ACP A MIN. OF 2± FROM EDGE OF PLAN GLITTER, FULL DEPTH 1/2+ EXPANSION JOINT MATERIAL, 2' MI N. SAW CUT 5' TO 10' © CORNERSTONE ARCHITECTURAL GROUP O� aF WAS&/tiG�2i � Q� z Ir i + Ar UNDISTURBED EARTH [IR SECT HIN COMPACTED NATIVE MATERIAL UNLESS ❑THERWISF '71PFt'IF1F I) BY ENGINEER 2"- 5/8' MINUS CSTC NOTE; 1. CONCRETE SHALL FEE CLASS 3- 300UPSI 2. CONCRETE SHALL BE ER'0014 FINISHED 3. SIDEWALK THICI•:NL:�S SHALL .BE 5-1/2`. 4, SIDEWALK THICk."NESS AT DRIVEWAYS SHALL BE G' THICK. 5. CURB AND GUTTER SHALL BE POURED 'SEPARATELY FROM SIDEWALK Via. CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SH-ALL BE COVERED AND KEPT M❑IST FOR 72 HOURS. 7. SAW CUT AND REMOVE ACP PAVEMENT A MIN. OF 2' FROM GUTTER FACE TO INSURE A1)F1-AjATE COMPACTION OF ACP AND GUTTER SUBIGIRADE hL.G IT .:. - D S REVISIONSSTAN DA.F� D D ETAI L ERT 4/87/05ERT 04/2/07 Est 1 + l PATL 7124AK ; INTS EX. PRIVATE ACCESS ANY EXISTING FAILING, DAMAGED OR DRIVE TO DEVELOPMENT. �I CONTRACTOR SHALL ADHERE TO THE NON-ADA COMPLIANT FRONTAGE SEE SHT. C1.2. IMPROVEMENTS SHALL BE REMOVED SAWCUT EX. CURB &SIDEWALK &RESTORE TRAFFIC CONTROL PLAN (DESIGN BY AND REPLACED AS DETERMINED BY 8601 244th St �I �, OTHERS) FOR SW 244TH STREET THE CITY ENGINEERING INSPECTOR. PER CITY STD. DTLS. E2.08, E2.13. SIDEWALK TO BE CUT AT NEAREST JOINT. REPLACE WATER METERS PER SHT. 2. SAWCUT EX. CURB &SIDEWALK & �� NEW SIDEWALK o I $ NEW SIDEWALK / LOCATE BEYOND FUTURE 7-FT db15 �44th �t � W REPLACE WATER METERS TRANSITION PANEL TRANSITION PANEL. SIDEWALK. RESTORE PER CITY STD. DTLS. E2.8, E2.13. PER SHT. 2. 4' MIN. LENGTH SIDEWALK TO BE CUT AT NEAREST JOINT. LOCATE BEYOND FUTURE REMOVE w 4' MIN. LENGTH. 7-FT SIDEWALK. ROCK C+ ++b TTT - OHU OHU OHU OHU OHU OHU OHU 0 U OHU 0 OHU OHU OHU OH � r� r� OHU OHU OHU HU e OHU + OHU OHU OHU 0 U . / ++�* U'+++++ + - U OHU OHU OHU OHU + ++ OHU EX. CONC SIDEWALK Hu EXU DRWY. o OHU oHi oHu oHu OHU off OHU OHU + EX DRWY. EX. CONC. SIDEWALK EX. DRWY. - o"u o"u oHu o u OHU o"u o"u off oHu - Hu F -° - d r = 3o a + + -- / off aHu - nwiiEX. DRWY. EX. CONC. SIDE a b ° a � a a a a EX. CONC. SI EWALK a ---w----w----w----w----w----w----w---^vim w -- w I_ 15.0' 30.0' 6.0' I 3 -W -W --W----W----W----W----W-- I W -- - r RAMP - 7-- w ---- ---- w - w--MP-- w---- w- -Vv-- w w---- w---- EX. DBL. SOLID YELLO X. CONC. CURB/GUTTER I _ - OCD CD - 1 1 o + CD I O EX. CONC. CURB/GUTTER L j o + -- 5---- 5---- 5��--- S-- S - S --L- S---- S---- S---- ---- --- ---- 5---- 5---- S s---- - STREET SW , o - --- S S S 244TH S-- S--- 5---- 5---- 5-�-- ---- S 1--- 5---- S---- S --`n - 5---- S- -- S---- So -- NC. SIDEWALK - - 5---- 5---- 5---- S - - -- s - - -- s - - -- S- ---- - - -- -- EX. CONIC. SIDEWALK - - - - - - - - - - VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 SITE BENCHMARK: EX. SEWER MH RIM= 442.87 NEW 8" WATER MAIN EXTENSION FOR OLYMPIC VIEW WATER & WASTEWATER DISTRICT. SEE SHEET 2. EX. A.C. PAVING TO REMAIN J RESTORATION OF 244TH STREET SW SHALL BE COORDINATED WITH THE CITY OF EDMONDS. CONTACT PROJECT MANAGER RYAN HAGUE (425-771-0220) AT THE START OF PROJECT CONSTRUCTION. NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL'811' RESTORE DOUBLE YELLOW CENTERLINE PER WSDOT STD. PLAN M-20.10-02. MATCH EXISTING LOCATION. SEE CITY OF EDMONDS STANDARD DETAILS: E2.4 GRIND OVERLAY E2.3 UTILITY TRENCH E2.8 TY. 1 CURB & GUTTER E2.13 CONC. SIDEWALK E4.5 WATER LINE TRENCH (SEE SHT. C6.3) 6X 2" COMPACTED DEPTH GRIND & -/ HOT -MIX ASPHALT OVERLAY TO ROADWAY CENTERLINE. 6-FT TAPERED TRANSITION TO CENTERLINE SIMILAR TO COE STD. DTL. E2.4. NOTE: WATER LINE BEDDING & BACKFILL PER OVWSD STD. DTL. W-8, UP TO 1.0' COVER. REMAINING TRENCH BACKFILL AND PAVEMENT RESTORATION PER CITY STD. DTL. E4.5 & C2.3. EX. CONIC. SIDEWALK J )HU OH OHU - �FfU �?H..+-� � nui i nNi i nHi i nui i nui i nui i REPLACE CONCRETE DRIVEWAY TYPE 1S TRAFFIC ARROW PER CITY STD. DTL. C2.27.2. PER WSDOT STD. PLAN CENTER OF DRWY. AT STA 6+51.96. M-24.40-02. "' 7-FT SIDEWALKS. SEE COE DTL E2.13. 5 MATCH EXISTING LOCATION. VERTICAL CURB PER COE DTL. E2.10. G RESTORE WHITE WIDE BROKEN LANE LINE PER WSDOT STD. PLAN M-20.10-02. MATCH EXISTING LOCATIONS. 0 10 20 40 1 inch = 20 ft. W v! W/ L L.L_ J LU ui = PFRAAIT RI f1r)f117f1RAAlflAfl(1 U) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ZONAL ECG 3/30/18 U) N O co z w U � O �Z 0 JO J Q w Q U) Z �IZ J N 0 z LO ~ M ui LLJ C)f U) 0 LLI _ 2i LU Uj �> 0 N O_ a 00 CO 0 z M 0 M - W � II­_i W o � C501