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.3
<br />6
<br />_F_ EMERALD VILLAGE
<br />J AFN 199910295002
<br />4 -N24'40'409"E
<br />Z,
<br />'(P) 25.00'(P)
<br />L=68.68
<br />TRACT 998 j-77.42'(P) R=185CO' +00
<br />R-1,30.00'-
<br />+
<br />56 56
<br />L.z= 40.46'(M)
<br />A 2'34"
<br />0
<br />Ir
<br />R=247 230 CIA
<br />SPLIT RAIL
<br />X - -
<br />,.-
<br />A- 06""
<br />....
<br />11 + G�_J
<br />FEC
<br />111.60_
<br />0
<br />TRACT 999
<br />'14G.- 146.76A(P)- "A"
<br />X", NGPA
<br />0 C14
<br />"'K
<br />7.62'
<br />PPP
<br />N90"00'00"W 501.32'
<br />10' PRIVATE
<br />SEWER ESMT. TO
<br />BENEFIT LOT 3
<br />4`,Y4,'
<br />'A
<br />GRADING QUANTITIES. -
<br />CUT = 4,440 C.Y.
<br />FILL = 480 C.Y.
<br />GRADING QUANTITIES ESTIMATED BASED ON
<br />CURRENT SITE INFORMATION & ASSUMED
<br />EXCAVATIONS NECESSARY FOR PROPOSED
<br />IMPROVEMENTS.
<br />yet
<br />-----------
<br />0
<br />0
<br />DRAINAGE FLOW PATTERNS
<br />EASEMENTS (ESM'T)
<br />EDGE PAVEMENT (EOA)
<br />FIRE HYDRANT (FH)
<br />LOT LINE
<br />PROPERTY LINE (PA)
<br />RIGHT OF WAY (R/W)
<br />ROAD CENTER (CTR) LINE
<br />SANITARY SEWER MANHOLE
<br />YARD BASIN (YD)
<br />STORM DRAIN CLEAN OUT
<br />STORM DRAIN LINE
<br />WATER MAIN LINE
<br />SEWER STUBOUT
<br />WATER SERVICE (WS)
<br />WATER VALVE (WV)
<br />ASPHALT
<br />IMIDIft-aw
<br />-----------
<br />I
<br />I —Id � 4 __ I
<br />41-
<br />01
<br />U,
<br />'A
<br />A
<br />PGIS (sf)
<br />NEPjS (s
<br />TOtal (sf
<br />Existing
<br />0
<br />0
<br />0
<br />Existing (Removed)
<br />0
<br />0
<br />0
<br />Replaced
<br />0
<br />0
<br />0
<br />flew
<br />3,17_
<br />3,506
<br />6,676 1
<br />New + ae_placed
<br />Total Site IrnpgnIous
<br />a,170
<br />3 170
<br />3,606
<br />60Q
<br />6,676 1
<br />6,676"
<br />L Net Np_M
<br />_
<br />317
<br />3,506
<br />6616
<br />TOTAL AREA - 58,003 SF = 1.33 AG
<br />WIN MM � 'I =11 I
<br />THE NEAREST FIRE HYDRANTS ARE LOCATED
<br />65 FEET SOUTHEAST OF THE NORTHEAST
<br />PROPERTY CORNER ON THE EAST SIDE OF
<br />51ST PIL SW AND 89 FEET WEST OF THE
<br />SOUTHEAST PROPERTY CORNER ON THE SOUTH
<br />SIDE OF 52ND ST SW,
<br />TAX ACCOUNT NUMBER.
<br />ROBINETT BROTHERS LLC
<br />2825 COLBY AVE STE 304
<br />EVERETT, WA 98201
<br />OMEGA ENGINEERING, INC.
<br />JOSEPH SMEBY, PE
<br />2707 TMORE AVE.
<br />I EVERETT425387,382VIA0 98201
<br />.
<br />F: 425.259.1958
<br />NOTE:
<br />ALL NEW DRY UTILITY SERVICES TO EACH LOT
<br />(IE., POWER, CABLE, TELEPHONE, ETC.) SHALL
<br />BE INSTALLED UNDERGROUND.
<br />NOTE®
<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 PRIOR TO STARTING ANY WORK.
<br />UNPLATTED
<br />57XX SEAHURST AVE
<br />EVERETT, WA 98203
<br />00436800004700
<br />III LZ NM
<br />LAND RESOLUTIONS
<br />JEN HAUGEN
<br />3605 COLBY AVE
<br />EVERETT, WA 98201
<br />425.258.4438
<br />ORCA LAND SURVEYING
<br />JOANNE SWANSON, PLS
<br />3605 COLBY AVE
<br />EVERETT, WA 98201
<br />425.259,3400
<br />LEGAL DESCRIPTION
<br />RM11
<br />0
<br />V)
<br />VAUALT-Y—M A E
<br />SCALE� 1" = 2,000'
<br />TRACTS 47, 48 AND 49 OF THE PLAT OF EVERETT DELLS, VOLUME 12
<br />OF PLATS, PAGE 68, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />SITUATE IN THE SOUNTY OF SNOHOMISH,, STASTE OF WASHINGTON.
<br />0_2��TUM
<br />ASSUMED
<br />A_ A S S U MMEE �D_
<br />BASIS OF BEARING
<br />THE PLAT OF THE WOODLANDS ON SEAHURST, COE
<br />SUBDIVISION 1/2-98, AFN 199908205012.
<br />GENERAL ROAD AND STORM DRAINAGE NOTES:
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT
<br />STANDARDS AND/OR WSDOT/APWA STANDARD SPECIFICATIONS AS
<br />APPLICABLE.
<br />2. THE CONTRACTOR SHALL NOTIFY OMEGA ENGINEERING, INC., THE OWNER
<br />AND THE INSPECTOR WHEN CONFLICTS BETWEEN THE PLANS AND EX; MT1
<br />FIELD CONDITIONS OCCUR, AND SAID CONFLICTS SHALL BE RESC
<br />PRIOR TO PROCEEDING WITH CONSTRUCTION,
<br />1 NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCE-ALED R
<br />I PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED AND ACCEPTEA)
<br />THE CITY>
<br />4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINEDI
<br />FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THk CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION,
<br />AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF
<br />CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
<br />CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIGI�
<br />TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND
<br />GRADE PRIOR TO STARTING CONSTRUCTION.
<br />6. ALL I CBS SHALL BE TYPE A PER STD. DWG. #402 UNLESS OTHERWIS:
<br />SHOWN. k
<br />7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY
<br />POLYETHYLENE PIPE WITH SMOOTH WALL INTERIOR UNLESS OTHERWISE
<br />NOTED.
<br />8. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF THE
<br />COMPLETION OF CONSTRUCTION. IF RESEEDING IS NOT PRACTICAL DUZ
<br />TO THE WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE
<br />COVERED WITH MULCH AS DIRECTED BY THE CITY ENGINEER.
<br />9. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALI.
<br />TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND STREET
<br />CLEANING MUST OCCUR AS DIRECTED BY THE PUBLIC WORKS INSPECTOR.\
<br />10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS.
<br />11. IN ENCOUNTERED, ANY EXISTING ON -SITE SEWAGE SYSTEMS MUST BE
<br />ABANDONED AND FILLED IN ACCORDANCE WITH SNOHOMISH HEALTH
<br />DISTRICT STANDARDS.
<br />REC0,1RD DRAWING
<br />This Record Drawing has been prepared, in part, based
<br />on "As -Built" information provided by others. Though
<br />the -b lit information and this drawing are based on
<br />the he vailable information, n® presumption should
<br />be d reg din, t -dr W g's accuracy.
<br />Z
<br />in, d By 0 Date
<br />N i �V'9 11 Permit Inspecto
<br />r
<br />Print 7— , H_
<br />Nja me & Title amm
<br />0 30 60
<br />.LAIL
<br />HORIZONTAL SCALE
<br />DRAWING INDEX
<br />1) COVER
<br />2) SWPPP
<br />3) SWPPP DETAILS
<br />4) GRADING PLAN (A.8) Know m
<br />5) DRAINAGE PLAN (B) Call N
<br />6) SEWER AND WATER PLAN (kB) days b6
<br />7) SOIL AMENDMENT PLAN
<br />I
<br />z
<br />0
<br />DRAVANG NO.
<br />1 7
<br />OF
<br />
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