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E< <br />Nn <br />o °» < <br />c o <br />N <br />I\ m <br />O < 0 <br />N � K W <br />•`° CL � <br />0 a 3 <br />N <br />D M m <br />C. <br />LEGAL DESCRIPTION: <br />ACCORDING TO STATUTORY WARRANTY DEED AS FILED <br />UNDER AUDITOR'S FILE NO. 201804300401, RECORDS OF <br />SNOHOMISH COUNTY, WAHINGTON. <br />PARCEL TAX ID: <br />00802700001500 <br />PROJECT ADDRESS: <br />2702 59TH STREET SW <br />EVERETT, WA 98203 <br />CONTACTS <br />APPLICANT: <br />DENNIS AND CHELSEA MILLER <br />2702 59TH STREET SW <br />EVERETT, WA 98203 <br />PH: 443.845.9890 <br />CIVIL ENGINEER: <br />DCG/WATERSHED <br />DANILO OCHOA, PE <br />2210 RIVERSIDE DRIVE SUITE #110 <br />MOUNT VERNON WA, 98273 <br />PH: 360.331.4131 X204 <br />EMAIL: DANNY@DCGWATERSHED.COM <br />SURVEYOR: <br />JEPSON & ASSOC'S <br />222 GRAND AVE SUITE C <br />BELINGHAM, WA 98225 <br />PH: 360.733.5760 <br />EMAIL: CMJEPSON@JEPSONENGINEERING.COM <br />STRUCTURAL ENGINEER: <br />DCG/WATERSHED <br />MATTHEW SCHMITTER, PE, SE <br />2210 RIVERSIDE DRIVE SUITE #110 <br />MOUNT VERNON WA, 98273 <br />PH: 206.523.0024 X102 <br />EMAIL: MATT@DCGWATERSHED.COM <br />GEOTECH: <br />NELSON GEOTECHNICAL ASSOCIATES, INC <br />KHALED SHAWISH, PE <br />17311-135TH AVE NE A500 <br />WOODINVILLE, WA 98072 <br />PH: 425.486.1669 <br />EMAIL: KHALS@NELSONGEOTECH.COM <br />1 C!`CKIM. <br />X <br />WATER VALVE <br />O <br />SEPTIC LID <br />G <br />SEWER UTILITY (AS NOTED) <br />EVERGREEN TREE (DBH IN <br />INCHES) <br />xx <br />DECIDUOUS TREE (DBH IN <br />INCHES) <br />BUILDING AT GROUND LEVEL <br />BUILDING EAVE <br />X <br />WOOD POST FENCE <br />o <br />CHAIN LINK FENCE <br />- _— <br />DITCH <br />.. <br />EDGE OF GRAVEL <br />PROPERTY LINE <br />© <br />LOOSE DIRT ROAD <br />ABBREVIATIONS: <br />APPROX =APPROXIMATELY <br />EG = EXISTING GRADE <br />EX = EXISTING <br />FIFE = FINISH FLOOR ELEVATION <br />FG = FINISH GRADE <br />IE = INVERT ELEVATION <br />LF = LINEAL FEET <br />PROP =PROPOSED <br />SD = STORM DRAIN <br />TESC = TEMPORARY EROSION & <br />SEDIMENTATION CONTROL <br />TOP = TOP OF PAVEMENT <br />TOPW = TOP OF WALL <br />TYP = TYPICAL <br />MILLER DRAINAGE <br />2702 59TH STREET SW <br />EVERETT, WA 98203 <br />sdyh� rP�` <br />550%StSW <br />PROJECT <br />LOCATION <br />VICINITY MAP <br />NITS <br />SURVEY NOTES: <br />im <br />2. <br />HORIZONTAL DATUM: RELATED TO WASHINGTON <br />COORDINATE SYSTEM, NAD83(2011), NORTH ZONE VIA <br />STATIC GNSS OBSERVATIONS AND OPUS POST <br />PROCESSING ON MARCH 14 AND 15, 2023 <br />BASIS OF BEARINGS: PER R.O.S. 202209160064, <br />ROTATED SO°00'05"W <br />LINE HELD: WEST LINE OF LOT, BEARING SO"37'22"W, <br />BETWEEN FOUND 1/2" REBAR & CAP (NW COR), AND <br />FOUND 1/2" REBAR & CAP (W LINE), AS SHOWN. <br />VERTICAL DATUM: NAVD88 (GEIOD18) <br />TBM = 130.0' ON PT #1701 -SET REBAR AND CAP <br />TBM = 139.2' ON PT #1700 - SET REBAR AND CAP <br />3. DATE OF SURVEY: BETWEEN MARCH 14 & 16, 2023 <br />4. THE PURPOSE OF THIS SURVEY WAS TO LOCATE <br />OBSERVABLE UTILITIES, STRUCTURES, TREES GREATER <br />THAN 12" DBH, GENERATE 1' SURFACE CONTOURS, AND <br />DEPICT ANY OCCUPATIONAL INDICATORS. <br />5. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED 9. <br />STANDARDS SET FORTH BY WAC 332-130-090. <br />6. THIS SURVEY WAS ACCOMPLISHED USING STANDARD <br />FIELD TRAVERSE PROCEDURES WITH A TOTAL STATION <br />AND RELATIVE GNSS OBSERVATIONS WITH A <br />BASE/ROVER RTK CONFIGURATION. ALL MONUMENTS <br />SHOWN WERE VISITED DURING THE COURSE OF THIS <br />SURVEY UNLESS OTHERWISE NOTED. 10. <br />7. SURFACE CONTOURS DEPICTED WITH 1' (MINOR) AND 5' <br />(MAJOR) INTERVALS WERE GENERATED FROM FIELD <br />OBSERVATIONS USING AUTOCAD CIVIL 3D (VERSION <br />2019) AND ARE TYPICALLY ACCURATE TO WITHIN <br />APPROXIMATELY 0.5't. 11. <br />8. JEPSON AND ASSOCIATES ASSUMES NO LIABILITY FOR <br />ANY SUBSURFACE CONDITIONS OR FEATURES THAT <br />MAY EXIST WHICH WERE UNDETECTABLE OR NOT <br />VIABLE AT THE TIME OF THIS SURVEY AND <br />THEREAFTER. UNDERGROUND UTILITIES SHOWN PER <br />TIES TO 811 UTILITY LOCATE MARKS AND OBSERVED <br />ABOVE GROUND EVIDENCE. <br />SNOHOMISH COUNTY MAP <br />NITS <br />IN ACCORDANCE WITH RCW 58.09.090 AND WAC <br />332-130-050, THIS SURVEY MAY DEPICT PHYSICAL <br />EVIDENCE OF OCCUPATION OR IMPROVEMENT WHICH <br />MAY INDICATE ENCROACHMENT, LINES OF POSSESSION, <br />OR CONFLICT OF TITLE. NO LEGAL RESOLUTION OF <br />POTENTIAL CLAIMS OF UNWRITTEN RIGHTS HAS BEEN <br />MADE OR IMPLIED BY THIS SURVEY. <br />THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT <br />OF A SUBDIVISION GUARANTEE AND DOES NOT <br />PURPORT TO SHOW ANY OR ALL EASEMENTS / <br />RESTRICTIONS THAT A CURRENT SUBDIVISION <br />GUARANTEE MIGHT REVEAL. <br />THIS MAP EXHIBIT IS NOT A BOUNDARY SURVEY, AND IS <br />NOT INTENDED TO BE USED AS SUCH. SEE A RECORD <br />OF SURVEY OR PLAT MAP FOR FURTHER BOUNDARY <br />SPECIFIC INFORMATION. BOUNDARY SHOWN PER ROS <br />202209160064 <br />12. TREES LOCATED IN SPECIFIED AREA ONLY. NOT ALL <br />TREES WERE LOCATED ON SITE. TREES SHOWN ARE <br />NOT TO SCALE. <br />Permit #: PW2306-020 <br />Site Address: 2702 59th ST SW <br />Owner: Dennis Miller and Carroll Chelsea <br />Application Date: 06/30/2023 <br />Description: Stabilization Soldier Pile Retaining Wall - <br />and Associated Drainage <br />o <br />T <br />Review Status: APPROVED <br />LU <br />Review Date: 09/12/2023 <br />m <br />APPROVED <br />PUBLIC WORKS DEPARTMENT <br />BY: TNe port <br />DATE: 09/12/2023 <br />CITY OF EVERETT REVIEWED FOR PERMIT <br />SHEETINDEX <br />SHEET NO. <br />TITLE <br />C01 <br />COVER <br />CO2 <br />EXISTING CONDITIONS & TESC <br />CO3 <br />GRADING & DRAINAGE PLAN <br />C04 <br />SECTIONS & PROFILES <br />C05 <br />DETAILS <br />w <br />0 <br />PI <br />�ww <br />F <br />W�zmu <br />ma°ip� <br />U'2V2 <br />�omo< <br />2V <br />arc E <br />c�O<w <br />Hw.UJ <br />I. zi <br />woo <br />U�)O� <br />U e�mFm <br />o0 <br />Ouzo <br />wzoa¢ <br />a a <br />W <br />W <br />J <br />2 <br />2 BUSINESS DAYS <br />BEFORE YOU DIG <br />OTHERS, DOG CANNOT BE HELD LIABLE <br />FOR ACCURACY. CONTRACTOR SHALL <br />FIELD VERIFY GRADES, UTILITIES, & ALL <br />OTHER EX FEATURES & CONDITIONS. IF <br />CONDITIONS ARE NOT AS SHOWN &IOR <br />PLANS CANNOT BE CONSTRUCTED AS <br />SHOWN, CONTACT DOG PRIOR TO <br />CONSTRUCTION. <br />to 5 <br />H <br />IY <br />LU <br />W <br />W <br />J <br />� <br />C/) 0 <br />2 CD <br />Q LU � <br />W W <br />� <br />W <br />LLO a) <br />UJ <br />o W <br />U = <br />N O <br />� � W <br />W W U <br />(29 W <br />ccW <br />Q <br />LD <br />6 <br />Z 1- W <br />N <br />qZ W <br />Z <br />LC <br />W <br />0 <br />� <br />"W <br />u <br />J <br />PROD. MANAGER: DO <br />DESIGNED BY: SO <br />DRAWN BY: GR <br />CHECKED BY: DO <br />SCALE: ASSHOWN <br />DATE: <br />REV. <br />SHEET <br />1 7 <br />6/16/2023 <br />OF <br />s <br />SHEET NUMBER <br />100% PERMIT SET C01 <br />