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Permit#: PVV220"07 <br />Site Address: 2207 GIBSON PL <br />'� '� ski � �.�" y..: � � �3 r�� ��•: � ` � ��;.; ✓� � �'� {� <br />r <br />>r <br />SECTION <br />353 <br />TOWNSHIP <br />29N,, <br />RANGE <br />W.Mfm <br />tjFRN pAILVYAY <br />-- <br />o <br />DAP OF <br />DARLINGTON <br />'Y GRADE AREA OVER 40% <br />V O L <br />P G 29 <br />TRACT 999 I <br />9 . <br />�Ik <br />0 <br />O�p�li��C' <br />\ <br />\ . <br />00417000500 02 <br />i _ 3. £ ..:. <br />\ r \ V <br />3 �\ <br />jt <br />_ <br />—Y- <br />— <br />AR.-., <br />` <br />s <br />— \ <br />0 <br />\ <br />{ <br />y {{{ <br />EX. SFR <br />_ 0 <br />ELEV. — 116 <br />FF . <br />10 <br />{ <br />�.. �..:j <br />tlt , <br />IF.x`:-= 00417000500401 <br />{ ; _ 30' INGRESS, <br />EGRESS <br />& UTILITY ESM'T <br />{s <br />.J , <br />, <br />---------------- <br />_ SIB SO_ <br />f <br />X <br />Yli <br />r F Y--- <br />ADDITIONAL <br />LOT 3 <br />5' BY 20' PUD EASEMENT <br />REC. NO. 91020050502 <br />4 A" E'D <br />_ <br />7 oulo <br />1 a= <br />PUBLIC WORKS DEPARTMENT <br />8y� e. <br />DATE & f <br />CITY OF EVERETT REVIEWED FOR PERMIT <br />1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR <br />WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE. <br />2. THE CONTRACTOR SHALL NOTIFY OMEGA ENGINEERING, INC., THE OWNER AND THE <br />INSPECTOR WHEN CONFLICTS BETWEEN THE PLANS AND EXISTING FIELD CONDITIONS OCCUR, <br />AND SAID CONFLICTS SHALL DE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE <br />UNTIL IT HAS BEEN TESTED, INSPECTED AND ACCEPTED BY THE CITY. <br />4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE <br />RECORDS AND ARE SHOWN FOR CONVENIENCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. <br />IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL <br />NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY <br />THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. <br />5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO <br />STARTING CONSTRUCTION. <br />6. ALL CB'S SHALL BE TYPE A PER STD. DWG. #402 UNLESS OTHERWISE SHOWN. <br />7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH <br />SMOOTH WALL INTERIOR UNLESS OTHERWISE NOTED. <br />8. ALL EXPOSED GROUN <br />D MUST BE RESEEDED <br />WITHIN �11THIN 30 DAYS OF THE COMPLETION OF <br />CONSTRUCTION. IF RESEEDING IS NOT PRACTICAL DUE TO THE WEATHER OR SEASONAL <br />PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY ENGINEER. <br />9. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL TIMES DURING <br />CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY THE <br />PUBLIC WORKS INSPECTOR. <br />10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS. <br />11. IF ENCOUNTERED, ANY EXISTING ON -SITE SEWAGE SYSTEMS MUST BE ABANDONED AND <br />FILLED IN ACCORDANCE WITH SNOHOMISH HEALTH DISTRICT STANDARDS. <br />New and Replaced <br />2 702 <br />xlsiin ti <br />1 6 235 <br />Net New <br />2 702 --_ <br />Total Lot Coverage: <br />h..ge 0 <br />CUT = 75 C.Y. <br />FILL = 75 C.Y. <br />GRADING QUANTITIES ESTIMATED BASED <br />ON CURRENT SITE INFORMATION <br />ASSUMED EXCAVATIONS NECESSARY <br />FOR PROPOSED IMPROVEMENTS. <br />2 1, <br />LEGEND <br />® <br />PROPOSED CONCRETE <br />WV <br />M <br />WATER VALVE <br />-sS- <br />SEWER LINE <br />--ice-- <br />FENCE <br />-W - <br />WATER LINE <br />SEWER MANHOLE <br />� <br />---SD--- <br />STORM DRAIN <br />® <br />EXISTING CATCH BASIN <br />_ P - <br />OVERHEAD POWER LINE <br />EXISTING WATER METER <br />3 <br />EXISTING YARD DRAIN <br />pw <br />PROPOSED WATER METER <br />- - <br />BUILDING SETBACK LINE <br />(BSBL) <br />Owner: <br />LANGUS WILLIAM J & KARA K <br />Tenant: <br />[TenName] <br />App. Date: <br />1/13/2022 <br />Proposed Use: RESIDENTIAL ALTERATION <br />Description: <br />SITE WORK FOR 1692 SF DETACHED <br />GARAGE & ADD 1010 SF DRIVEWAY <br />Reviewed By: 1410iV r`�;rY Date: <br />Office Set bola Site Set Fire/Planning Set <br />0 <br />59TH <br />WN <br />0 <br />% <br />LEGAL DESCRIPTION <br />SECTION 35, TOWNSHIP 29N, RANGE 4E, W.M., QUARTER NW, MAP OF DARLINGTON DLK <br />005 D-02 LOT 2 TGW TR999 OF COE SP PEN 1202-2015-004 REC UND AFN tg -- <br />201610215001 BEING A PTN OF LOT 4 SD PLAT sou 'm <br />SITUATE IN THE COUNTY OF. SNOHOMISH, STATE OF WASHINGTON. I <br />MAR 11702 <br />Permit servi <br />SURVEY REFERENCES <br />1. PLAT OF DARLINGTON, VOL 8, PG. 29. <br />2. CITY OF EVERETT BOUNDARY LINE ADJUSTMENT NO. 1474-01-004. <br />3, PLAT OF BUSH GARDENS, A.F. #9905245005. <br />4. CITY OF EVERETT SHORT PLAT NO. 1202-028-05 AS RECORDED UNDER RECORDING <br />NO. 200704125002 AND CORRECTED NO 200809150439. <br />BEARINGBASIS OF <br />IMONUMENTED CENTERLINE OF TAYLOR DRIVE PER ROS <br />AFN 201503265002 <br />_ NAVD 88 <br />0DATUM <br />HMARK <br />WSDOT SURVEY MARK. <br />WSDOT BRASS DISC "DING" ID <br />6883 SET FLUSH W/CONC AT WESTERLY SIDEWALK OF <br />MUKILTEO BLVD. 49'± <br />S OF 21 ST DR. W. AND 25' <br />FROM MUKILTEO DLVD <br />APPROX CL. <br />ELEV. = 147.66'. <br />SITE DATA <br />SITE ADDRESS: <br />2207 GIBSON PLACE EVERETT, WA 98203 <br />TAX PARCEL NUMBER: <br />PORTION OF 004170-005-004-02 <br />EXISTING ZONING: <br />R—S <br />GROSS SITE AREA: <br />25,550 SF (0,59 ACRES) <br />CURRENT USE: <br />SINGLE—FAMILY RESIDENTIAL <br />PROPOSED USE: <br />SINGLE --FAMILY RESIDENTIAL <br />WATER PURVEYOR: <br />PUBLIC/CITY OF EVERETT <br />SEWAGE PURVEYOR: <br />PUBLIC/CITY OF EVERETT <br />FIRE DISTRICT: <br />EVERETT FIRE DEPARTMENT <br />SCHQQL DISTRICT: <br />EVERETT SCHOOL DISTRICT NO. 6 <br />il_LLIAM�' <br />A mW ! <br />0 <br />EVERETT, WA 98203 <br />CIVIL ENGINEER <br />OMEGA ENGINEERING, INC. <br />JOSEPH SMEBY, PE <br />2707 WETMORE AVE. <br />EVERETT, WA 98201 <br />425.387.3820 <br />F: 425.259.1958 <br />1) COVER, SITE PLAN <br />2) SWPPP <br />3) STORMWATER SITE PLAN <br />& SOIL MANAGEMENT <br />PLAN <br />ALPHA SUBDIVISION PROS, INC <br />HARLEY PAWLEY, PLS <br />4532—B EVERGREEN WAY <br />EVERETT, WA 98203 <br />425.252.1884 <br />CALL 48 HOURS <br />BEFORE DIG <br />811 <br />0 <br />Z) <br />(D <br />< <br />0� <br />IL <br />0 <br />L <br />0 <br />