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Permit#: PW2002-045 <br />Site Address: 7500 HARDESON <br />EVERETT 7-ELEVEN SITE DEVELOPMENT <br />A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE SW 1/4 OF THE NW 1/4 OF SEC. 12, TWN, 28 N., AGE. 04 E. W.M. <br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON........... <br />77N -PIS <br />0 <br />IN <br />z IN <br />FOUND MON IN CASE AT THE INT-X OF <br />HARDESON RD & 75TH ST SW & SIEVERS <br />DUECY BLVD. 2" BRASS DISC W/ PUNCH, <br />DOWN 0.80' <br />Z, \ <br />LEGAL DESCRIPTION <br />PER STEWART TITLE COMPANY COMMERCIAL SERVICES <br />ORDER NO. 18000200343 DATED: MARCH 20, 2018 <br />LOT 1, CITY OF EVERETT BINDING SITE PLAN NO. 08-0004, RECORDED <br />IN MAY 29, 2013 UNDER RECORDING NUMBER 201305295004, <br />RECORDS OF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION <br />OF THE NORTHWEST AND THE SOUTHWEST QUARTERS OF SECTION <br />12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH <br />COUNTY, WASHINGTON. <br />SITUATE IN THE COUNTY OF SNOHOMISH COUNTY, STATE OF <br />WASHINGTON. <br />Know what's below. <br />Call before you dig. <br />UNDERGROUND TANKS <br />TO BE DESIGNED BY GRAPHIC SCALE <br />OTHERS UNDER 0 15 30 60 <br />SEPARATE PERMIT. <br />1r� �✓ <br />1" = 30 FEET 41 <br />• CATEGORY II WETLAND <br />a � <br />^� <br />$N � <br />�1 <br />Al `1M -`s`` Im <br />10.0' SETBACK APN 280412000306100 <br />GV <br />4G <br />%>F I 15.0' SANITARY SEWER <br />EASEMENT <br />00 AFN: 2333836 <br />1 <br />10.0' SETBACK I <br />i <br />• � �1 JI <br />Nf' 02 6 E <br />AHBL #103 <br />REBAR AND C <br />N:342039.941 <br />E:1293702.9923 <br />ELEV: 497.01 <br />0 <br />VERTICAL DATUM <br />NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED <br />GPS OBSERVATION USING WSRN AND GEOID 2012A. <br />BASIS OF BEARING <br />NAD 1983 <br />WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS <br />OBSERVATION USING WSRN AND GEOID 2012A. UNITS OF <br />MEASUREMENTS ARE US SURVEY FEET. <br />OWNER <br />SANG JI <br />11833 268TH DRIVE NE <br />DUVALL, WA 98019 <br />EMAIL: sangwji@live.com <br />ARCHITECT/CLIENT <br />HELIX DESIGN GROUP INC. <br />6021 12TH STREET EAST, SUITE 200 <br />TACOMA WA, 98424 <br />PH: (253) 922-9037 <br />CONTACT: BRUCE MCKEAN <br />CIVIL ENGINEER <br />AHBL <br />2215 NORTH 30TH STREET, SUITE 300 <br />TACOMA, WA 98403 <br />PH. (253) 383-2422 <br />FAX (253) 383-2572 <br />EL ACCESS G�c% CONTACT: MATT WEBER, P.E. <br />SURVEYOR <br />AHBL <br />2215 NORTH 30TH STREET, SUITE 300 <br />TACOMA, WA 98403 <br />PH. (253) 383-2422 <br />1 FAX (253) 383-2572 <br />CONTACT: DAVID FOLLANSBEE, P.L.S. <br />�r <br />-�y 3 SITE ADDRESS <br />~+ 'c 7500 HARDESON ROAD <br />EVERETT, WA 98201 <br />30N3j co <br />z PARCEL NUMBERS <br />%1Nt XNf IH 9 z <br />X_ 28041200305800 <br />FILL SPECIFICATION <br />FILL MATERIAL SHALL NOT CONTAIN <br />PETROLEUM PRODUCTS, OR SUBSTANCES <br />WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, <br />OR WHICH OTHERWISE VIOLATE ANY STATE, <br />FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, <br />REGULATION, RULE, ORDER, OR STANDARD. <br />TOPOGRAPHIC NOTE <br />UTILITY NOTE <br />THE LOCATIONS OF EXISTING UNDERGROUND <br />UTILITIES ARE APPROXIMATE ONLY AND HAVE <br />NOT BEEN INDEPENDENTLY VERIFIED BY THE <br />OWNER OR ITS REPRESENTATIVE. THE <br />CONTRACTOR SHALL DETERMINE THE EXACT <br />LOCATION OF ALL EXISTING UTILITIES BEFORE <br />COMMENCING WORK AND AGREES TO BE <br />FULLY RESPONSIBLE FOR ANY AND ALL <br />DAMAGES THAT HAPPEN DUE TO THE <br />CONTRACTOR'S FAILURE TO LOCATE EXACTLY <br />AND PRESERVE ANY AND ALL UNDERGROUND <br />UTILITIES. AHBL ASSUMES NO LIABILITY FOR <br />THE LOCATION OF UNDERGROUND UTILITIES, <br />THE EXISTING CULTURAL AND TOPOGRAPHIC <br />DATA SHOWN ON THESE DRAWINGS HAS BEEN <br />PREPARED, IN PART, BASED UPON <br />INFORMATION FURNISHED BY OTHERS. WHILE <br />THIS INFORMATION IS BELIEVED TO BE <br />RELIABLE, AHBL CANNOT ENSURE ACCURACY <br />AND THUS IS NOT RESPONSIBLE FOR THE <br />ACCURACY OF THAT INFORMATION OR FOR <br />ANY ERRORS OR OMISSIONS WHICH MAY HAVE <br />BEEN INCORPORATED INTO THESE DRAWINGS <br />AS A RESULT. <br />TRENCH NOTE <br />IF WORKERS ENTER ANY TRENCH OR OTHER <br />EXCAVATION FOUR OR MORE FEET IN DEPTH <br />THAT DOES NOT MEET THE OPEN PIT <br />REQUIREMENTS OF WSDOT SECTION 2-09.3(3)6, <br />IT SHALL BE SHORED AND CRIBBED. THE <br />CONTRACTOR ALONE SHALL BE RESPONSIBLE <br />FOR WORKER SAFETY AND AHBL ASSUMES NO <br />RESPONSIBILITY, ALL TRENCH SAFETY <br />SYSTEMS SHALL MEET THE REQUIREMENTS OF <br />THE WASHINGTON INDUSTRIAL SAFETY AND <br />HEALTH ACT, CHAPTER 49.17 RCW, <br />VICINITY <br />MAP <br />SCALE: 1" = 1/4 MILE (1320') <br />EXISTING LEGEND <br />FOUND MONUMENT AS NOTED <br />SET REBAR AND CAP <br />0 <br />FOUND REBAR <br />® <br />FENCE GATE POST <br />0 <br />SANITARY SEWER MANHOLE <br />❑ <br />STORM CATCH BASIN <br />STORM MANHOLE <br />o <br />CABLE RISER <br />GAS VALVE <br />TRAFFIC SIGNAL POLE <br />CED <br />TRAFFIC CABINET <br />© <br />POWER TRANSFORMER <br />E- <br />GUY ANCHOR <br />-0- <br />UTILITY POWER POLE <br />0 <br />JUNCTION BOX <br />I r l <br />POWER VAULT <br />LUMINAIRE <br />Q <br />COMMUNICATIONS MANHOLE <br />o <br />TELEPHONE RISER <br />APPROVED <br />FIRE HYDRANT <br />PUBLIC WORK EPgTMBNT ICI IRRIGATION CONTROL VALVE <br />BY ® WATER METER <br />DATE ®' M WATER VALVE <br />CITY OF EVERETT REVIEWED FOR PERMIT C=CEDAR <br />U=UNKNOWN, A=ALDER <br />----D <br />STORM LINE <br />- - - S <br />SEWER LINE <br />-------W <br />WATERLINE <br />------G <br />GAS LINE <br />- - - - P <br />ELECTRICAL LINE <br />- - - - T <br />COMMUNICATION LINE <br />- - - OHP - <br />OVERHEAD UTILITIES <br />-x-x-x-x---- <br />FENCE AS NOTED <br />ASPHALT <br />i <br />I CONCRETE <br />SHEET INDEX <br />PAGE NO. <br />SHEET NUMBER <br />SHEET TITLE <br />1 <br />C0.1 <br />COVER SHEET <br />2 <br />C0.2 <br />EXISTING CONDITIONS <br />3 <br />C1.0 <br />TESC AND DEMOLITION PLAN <br />4 <br />C1.1 <br />TESC NOTES AND DETAILS <br />5 <br />C1.2 <br />TESC NOTES AND DETAILS <br />6 <br />C2.0 <br />HORIZONTAL CONTROL AND SURFACING PLAN <br />7 <br />C2.1 <br />SURFACING NOTES AND DETAILS <br />8 <br />C2.2 <br />SURFACING NOTES AND DETAILS <br />9 <br />C3.0 <br />GRADING PLAN <br />10 <br />C3.1 <br />GRADING ENLARGEMENTS <br />11 <br />C3.2 <br />DRAINAGE PLAN <br />12 <br />C3.3 <br />DRAINAGE NOTES AND DETAILS <br />13 <br />C3.4 <br />DRAINAGE NOTES AND DETAILS <br />14 <br />C3.5 <br />DRAINAGE NOTES AND DETAILS <br />15 <br />C3.6 <br />DRAINAGE NOTES AND DETAILS <br />16 <br />C3.7 <br />DRAINAGE NOTES AND DETAILS <br />17 <br />C3.8 <br />DRAINAGE NOTES AND DETAILS <br />18 <br />C3.9 <br />STORM DRAINAGE PROFILE 1 <br />19 <br />C3.10 <br />STORM DRAINAGE PROFILES 2 AND 3 <br />20 <br />C4.0 <br />UTILITY PLAN <br />21 <br />C4.1 <br />UTILITY NOTES AND DETAILS <br />22 <br />C4.2 <br />UTILITY NOTES AND DETAILS <br />SON LLC <br />T SHELL <br />320 <br />ORK FOR VACANT SHELL & GAS <br />= , Date:� t <br />b Site Set Fire/Planning Set <br />TACOMA • SEATTLE • SPOKANE TRI-CITIES <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />253.383.2422 TEL 253.383.2572 FAx www.ahbl.com WEB <br />Prolect Title: <br />EVERETT <br />7-ELEVEN <br />Clierat:. <br />SANG JI <br />14241 NE WOOD INVILLE-DUVALL ROAD, SUITE 135 <br />WOODINVILLE, WA 98072 <br />Project No. <br />2180309.10 <br />Issue Set & Date: <br />SITE DEVELOPMENT <br />PERMIT SET <br />9/1.5/2020 <br />09/1S/2020 <br />NOTICE <br />ALWA70 OF TMS DOMWff SWt NYM UN THE <br />PRMEMMK SEAL AND SNNARM KRUINN OF <br />IMS DOOIAEAT DDMS TWT DEROGATE FM RESE M <br />DRNE V WM N IT: IMs DODMff LS FOR USE <br />ONLY FOR THE PROJECT DEN M N THE TRTE NAG( <br />AM Is NOT TO K USED FOR VAR REMODEI. OR <br />ADDITION TO THAT PROW OR FOR ANY OTTER PRW. <br />A <br />A <br />A <br />Revisions: <br />Sheet Title: <br />COVER SHEET <br />Desioned by: Drawn by: Checked by: <br />TDW/RKJ TDW/TDS BEB <br />Sheet No. <br />cool <br />1 of 22 Sheets <br />DATE: September 15, 2020 FILENAME: Q:\2018\2180309\10 CIV\CAD\2180309-SH-COVR.dwg <br />