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
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<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'
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<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
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<br />10.0' SETBACK APN 280412000306100
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<br />%>F I 15.0' SANITARY SEWER
<br />EASEMENT
<br />00 AFN: 2333836
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<br />10.0' SETBACK I
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<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.
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<br />-�y 3 SITE ADDRESS
<br />~+ 'c 7500 HARDESON ROAD
<br />EVERETT, WA 98201
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<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
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