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<br />SECTION 35, TOWNSH-1F 29N,5 RANGE
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<br />REC. NO. 1642189 _ — - ;
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<br />REC. NO./91020050502i
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<br />UTILITIES EASEMENT, R; �1 �F..I I± ;-I
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<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR
<br />WSDOT/AP'NA 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 BE 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 CITYENGINEER 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. 'BALL 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 GROUND MUST BE RESEEDED WITHIN 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 />i � o , all
<br />THE LOCATIONS AND DEPTHS OF UTILITIES SHOWN ON THESE
<br />PLANS ARE BASED ON A SURVEY BY OTHERS AND AS —BUILT
<br />INFORMATION PROVIDED BY THE CITY OF EVERETT. THESE
<br />UTILITIES ARE SHOWN USING THE BEST INFORMATION AVAILABLE,
<br />THE ACTUAL LOCATION AND DEPTH MAY DIFFER FROM THOSE
<br />SHOWN. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES
<br />LOCATED P4_flOR TO STARTING ANY WORK.
<br />BUILDING HEIGHT DALOS
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<br />MAX.B DG H8 if 4'
<br />ACTUALj
<br />CUT = 200 C.Y.
<br />FILL = 200 C.Y.
<br />GRADING QUANTITIES ESTIMATED BASED
<br />ON CURRENT SITE INFORMATION &
<br />ASSUMED EXCAVATIONS NECESSARY
<br />FOR PROPOSED IMPROVEMENTS,
<br />® PROPOSED CONCRETE
<br />/ PROPOSED ROOF
<br />SEWER MANHOLE
<br />❑ EXISTING CATCH BASIN
<br />EXISTING WATER METER
<br />PROPOSED WATER METER
<br />ExistingI :`
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<br />BUILDING FOOTPRINT: 5,247 SF
<br />PATIO (INCLUDE ROOF & ENTRY): 615 SF
<br />TOTAL: 5,862
<br />5,862 SF/37,595 SF = 15.6%
<br />35% ALLOWED BUILDING COVERAGE
<br />DQ
<br />WATER VALVE
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<br />SEWER LINE
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<br />FENCE
<br />—W —
<br />WATER LINE
<br />—SD—
<br />STORM DRAIN
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<br />OVERHEAD POWER LINE
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<br />EXISTING YARD DRAIN
<br />BUILDING SETBACK LINE
<br />(BSBL)
<br />9,
<br />42!11
<br />HORIZONTAL SC
<br />59TH
<br />CREEK
<br />VICINITY MAP
<br />SCALE: 1" = 2,000'
<br />LOT 5, BLOCK 5, MAP OF DARLINGTON, ACCORDING TO THE PLAT THEREOF RECORDED
<br />IN VOLUME 8 OF PLATS, PAGE 29, RECORD OF SNOHOMISH COUNTY, WASHINGTON.
<br />EXCEPT THAT PORTION OF LOT 5, BLOCK 5, MAP OF DARLINGTON, ACCORDING TO THE
<br />PLAT THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 29, RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
<br />BEGINNING AT THE SOUTHEASTERLY CORNER OF SAID LOT 5, ALSO BEING THE
<br />SOUTHERLY COMMON CORNER TO LOT 4, SAID MAP OF DARLINGTON AND LOT 5, AND A
<br />POINT ON THE NORTHERLY RIGHT OF WAY MARGIN OF GIBSON ROAD; THENCE SOUTH
<br />81°55'47" WEST ALONG THE SOUTHERLY LINE OF SAID LOT 5 AND NORTHERLY RIGHT OF
<br />WAY MARGIN A DISTANCE OF 60,00 FEET; THENCE NORTH 04°54'17" WEST A DISTANCE
<br />OF 70.00 FEET; THENCE NORTH 38°56'15" EAST A DISTANCE OF 80.92 FEET, TO THE
<br />EASTERLY LINE OF SAID LOT 5; THENCE SOUTH 06°40'18"EAST ALONG SAID EASTERLY
<br />LINE A DISTANCE OF 125.11 FEET TO THE POINT OF BEGINNING.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<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 />a CITY OF EVERETT SHORT PLAT NO. 1202-028-05 AS RECORDED UNDER RECORDING
<br />NO, 200704125002 AND CORRECTED NO 200809150439,
<br />SSIS OF BEARING
<br />fONUMENTED CENTERLINE OF TAYLOR DRIVE PER ROS
<br />AFN 201503265002
<br />,;,*DATUM NAVD 88
<br />BENCHMARK
<br />WSDOT SURVEY MARK. WSDOT BRASS DISC "BING" ID
<br />6883 SET FLUSH W/CONC
<br />AT WESTERLY SIDEWALK OF
<br />MUKILTEO BLVD. 49't S
<br />OF 21ST DR. W. AND 25'
<br />FROM MUKILTEO BLVD APPROX CL.
<br />--LE-
<br />V. = 147.66'.
<br />S TA
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<br />ADDRESS:
<br />2009 MUKILTEO BLVD. EVERETT WA 98203
<br />FAX PARCEL NUMBER:
<br />PORTION OF 004170-005-004-00
<br />EXISTING ZONING:
<br />R—S
<br />GROSS SITE AREA:
<br />37,668 SF (0.86 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 />SCHOOL DISTRICT:
<br />EVERETT SCHOOL DISTRICT NO. 6
<br />ROBINETT LAND CO., LLC
<br />3601 COLBY AVE.
<br />EVERETT, WA 98201
<br />(425) 259-9000
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<br />OMEGA ENGINEERING, INC.
<br />JOSEPH SMEBY, PE
<br />2707 WETMORE AVE.
<br />EVERETT, WA 98201
<br />,125,387.3820
<br />F: 425.259.1958
<br />11) COVER, SITE PLAN
<br />2) SWPPP
<br />3) STORMWATER SITE PLAN
<br />& SOIL MANAGEMENT
<br />PLAN
<br />ANDREW S. LOFSTEDT
<br />4532-B EVERGREEN WAY
<br />EVERETT, WA 98203
<br />(425) 252-1884
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<br />ALPHA SUBDIVISION PROS, INC
<br />HARLEY PAWLEY, PLS
<br />4532-B EVERGREEN WAY
<br />EVERETT, WA 98203
<br />425.252.1884
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<br />PUBLIC SERVICES DA�j� EVERETT PROJ. NO.
<br />>r 15-0403
<br />�:RAIuUA D EROSiON
<br />4e �` 4 s PUBLIC WORKS DATE:
<br />I
<br />DSN. BY:
<br />is
<br />DEPARTMENT
<br />7/11 /16
<br />VA TER
<br />A PUBLIC WORKS PERMIT IS
<br />SCALE:
<br />REQUIRED PRIOR TO STARTING
<br />1 oo 30'
<br />SEWER
<br />ANY CONSTRUCTION ON THIS
<br />PROJECT. APPROVAL FOR THIS
<br />PROJECT IS CONDITIONAL PER
<br />DRAWING NO,
<br />TRAFFIC
<br />CURRENT' °' ,d�STANDARAND
<br />EXPIRES ?UNLESS
<br />3
<br />PERMIT FOR CONSTRUCTION HAS
<br />CITY ENGINEER
<br />BEEN ISSUED.
<br />OF
<br />
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