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SE1/4 SWIM SEC. 34, TWP. 29 N., RGE. 4 E., W.M.
<br />OWNER/DEVELOPER/CONSULTANTS
<br />APPLICANT/OWNER
<br />SAGE HOMES NW, LLC
<br />9505 19TH AVE SE, SUITE 118
<br />EVERETT, WA 98208
<br />(425)221-1342
<br />al®sagehomesnw.com
<br />CONTACT: ALBERT TORRICO
<br />CERTIFIED EROSION
<br />CONTROL SPECIALIST
<br />PACE
<br />3501 COLBY AVE SUITE 101
<br />EVERETT, WA. 98201
<br />(425) 486-6533
<br />UTILITIES
<br />SEWAGE DISPOSAL
<br />WATER SUPPLY
<br />SCHOOL DISTRICT
<br />FIRE DISTRICT
<br />PARK DISTRICT
<br />POWER
<br />GAS
<br />PHONE
<br />MERIDIAN
<br />ENGINEER
<br />PACE ENGINEERS
<br />3501 COLBY AVE SUITE 101
<br />EVERETT, WA 98201
<br />(425) 486-6533
<br />AndyRe®paceeng rs.com
<br />CONTACT: ANDY REAVES, PE
<br />BIOLOGIST
<br />WETLAND RESOURCES
<br />9505 19TH AVE. SE, SUITE 106,
<br />EVERETT, WA 98208
<br />(425)337.3174
<br />scott@wetlandresources.com
<br />CONTACT: SCOTT BRAINARD
<br />GEOTECH
<br />EARTH SOLUTIONS
<br />15365 N.E. 90th Street, Suite 100
<br />Redmond, WA 98052
<br />(425)449-4704
<br />info®esnw.com
<br />CONTACT: HENRY WRIGHT
<br />CITY OF EVERETT
<br />CITY OF EVERE17
<br />MUKILTEO NO. 6
<br />SOUTH COUNTY FIRE & RESCUE
<br />NAKEEfA BEACH
<br />SNOHOMISH COUNTY PUD NO.1
<br />PSE
<br />VERIZON
<br />WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH
<br />ZONE (NAD 83/2011) EPOCH 2O10.00 PER GPS
<br />OBSERVATIONS UTILIZING THE WASHINGTON STATE
<br />REFERENCE NETWORK (WSRN)
<br />LEGAL DESCRIPTION (PLAT)
<br />PARCEL A
<br />LOTS 45, 46 AND 47, PLAT OF EDGEWATER,
<br />ACCORDING TO THE PLAT THEREOF, RECORDED IN
<br />VOLUME 10 OF PLATS, PAGE 94, RECORDS OF
<br />SNOHOMISH COUNTY, WASHINGTON.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
<br />WASHINGTON.
<br />THAT PORTION OF LOT 48, PLAT OF EDGEWATER,
<br />ACCORDING TO THE PLAT THEREOF, RECORDED IN
<br />VOLUME 10 OF PLATS, PAGE 94, RECORDS OF
<br />SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS
<br />FOLLOWS:
<br />BEGINNING AT THE NORTHEAST CORNER OF SAID LOT
<br />48;
<br />THENCE SOUTH 7456' WEST ALONG THE NORTH LINE
<br />OF SAID LOT 48 FOR 80 FEET;
<br />THENCE SOUTH 26'10' EAST FOR 80 FEET;
<br />THENCE NORTH 75'58'30" EAST FOR 56.10 FEET TO
<br />A POINT ON THE EAST LINE OF SAID LOT 48;
<br />THENCE NORTH 08'57'45" WEST ALONG THE EAST
<br />LINE OF SAID LOT 48 FOR 80.0 FEET TO THE
<br />NORTHEAST CORNER OF SAID LOT 48 AND THE
<br />POINT OF BEGINNING.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
<br />WASHINGTON.
<br />oeeeoel.lre�
<br />HARBORS EDGE
<br />Sl1RVFYOP
<br />MEAD GILMAN LAND SURVEYORS
<br />P.O. 289
<br />WOODINVILLE, WA 98072
<br />(425)486-1252
<br />CONTACT: MARK PENDERGRAFT, PLS
<br />LANDSCAPE ARCHITECT
<br />PACE ENGINEERS
<br />11255 KIRKLAND WAY, SUITE 300
<br />KIRKLAND, WA 98033
<br />CONTACT: BRIAN WAY
<br />EMAIL: BRIANW®PACEENGRS.COM
<br />TBM—A: MGA CONTROL POINT 800. SET MAG NAIL AND
<br />WASHER IN THICKENED EDGE ASPHALT ON NORTH SIDE
<br />WEST MUKILTEO BOULEVARD AND AT WEST SIDE
<br />ENTRANCE TO BUILDING #3617 AND 14' SOUTH OF
<br />BOARD FENCE POST.
<br />ELEV.= 142.10'
<br />TBM—B: MGA CONTROL POINT 805. SET MAG NAIL IN
<br />THICKENED EDGE ASPHALT ON NORTH SIDE WEST
<br />MUKILTEO BOULEVARD AND APPROXIMATELY 3.5' SOUTH
<br />SOUTHWEST OF EAST END GUARD RAIL.
<br />ELEV. = 132.55'
<br />n AT1111A
<br />IWAVU 00
<br />N.A.V.D. 88-3.64'=NGVD '29 (MSL)
<br />TAX ACCOUNT #
<br />00433600004802
<br />00433600004700
<br />00433600004600
<br />00433600004500
<br />SITE ADDRESS
<br />UNKNOWN
<br />3710 W. MUKILTEO BLVD, EVERETT
<br />3702 W. MUKILTEO BLVD, EVERE17
<br />3618 W. MUKILTEO BLVD, EVERE17
<br />GRADING QUANTITIES
<br />CUT: 9315 CY
<br />FILL: 3495 CY
<br />NET: 5820 CY (CUT)
<br />1. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 200012085004.
<br />2. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 202001075006.
<br />3. PLAT OF EDGEWATER AS RECORDED IN VOLUME 10 OF PLATS, AT PAGE 94, UNDER AUDITOR'S
<br />FILE NUMBER 394892.
<br />RECORD DRAWINGS
<br />PREPARED BY:
<br />PACE Engineers
<br />3501 Colby Ave Suite 101
<br />98201
<br />Ewww.a8
<br />AL
<br />PACE
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<br />Sheet List Table
<br />SHEET
<br />NUMBER
<br />SHEET TITLE
<br />C1.0
<br />COVER SHEET
<br />C3.0
<br />SITE PLAN
<br />G3.i
<br />SITE DETAILS
<br />C4.0
<br />GRADING AND DRAINAGE PLAN
<br />C4.1
<br />ROAD & DRAINAGE PROFILE
<br />C4.2
<br />ROAD & DRAINAGE PROFILE
<br />C4.3
<br />GRADING & DRAINAGE DETAILS
<br />C4.5
<br />VAULT PLAN & DETAILS
<br />C5.0
<br />SEWER & WATER PLAN
<br />C5.1
<br />SEWER PROFILE
<br />G5.2
<br />SEWER & WATER DETAILS
<br />— —
<br />PROPERTY LINE
<br />LOT LINE
<br />— — —
<br />— — —
<br />RIGHT OF WAY
<br />— — —
<br />— — —
<br />EASEMENT
<br />EX. PROPERTY LINE
<br />— —
<br />— —
<br />EX. LOT LINE
<br />— — —
<br />—
<br />EX. RIGHT OF WAY
<br />— — —
<br />— — —
<br />EX. EASEMENT
<br />>
<br />DITCH/SWALE
<br />—0-0-0—
<br />WOOD FENCE
<br />----�—�—
<br />HAND RAIL
<br />EX. DITCH/SWALE
<br />EX. TREE LINE
<br />EX. FENCE
<br />x x
<br />x x x
<br />EX. BARB WIRE FENCE
<br />—
<br />EX. CHAIN LINK FENCE
<br />®
<br />® ®
<br />EX. IRON FENCE
<br />EX. PIPE FENCE
<br />0
<br />EXISTING
<br />0 o
<br />PROPOSED
<br />EX. WOOD FENCE
<br />CONIFER TREE
<br />DECIDUOUS TREE
<br />MAIL BOX
<br />C
<br />SHRUB
<br />i
<br />SIGN
<br />CG
<br />CLEARING & GRADING LIMITS
<br />�k �k
<br />SILT FENCE
<br />INTERCEPTOR SWALE/DITCH
<br />---
<br />EX. SWALE/DITCH
<br />PROJECT LIMITS
<br />CATCH BASIN PROTECTION/INSERT
<br />CHECK DAM
<br />TEMPORARY CONSTRUCTION ENTRANCE
<br />DEMOLITION LINE
<br />xOBJECT
<br />TO BE REMOVED
<br />AREA TO BE DEMOLISHED
<br />EXISTING PROPOSED
<br />FLOW DIRECTION ARROW
<br />O ®
<br />AREA DRAINS
<br />0
<br />SD CLEANOUT
<br />< <
<br />CULVERT END
<br />❑ ❑❑ ❑❑
<br />CB TYPE 1
<br />❑❑ ❑❑
<br />CB TYPE 1L
<br />®
<br />CB TYPE 2
<br />O❑ ® so,so
<br />SDMH
<br />SS
<br />SANITARY SEWER
<br />s5-
<br />EX. SANITARY SEWER
<br />CENTER LINE
<br />CURB GUTTER
<br />PAVEMENT
<br />— — — — — — — — — — — SAWCUT LINE
<br />SIDEWALK
<br />E
<br />BUILDING w
<br />�u10
<br />— — — — — — — — — — — BUILDING SETBACK >m�
<br />a
<br />EX. CENTERLINE
<br />EX. BUILDING w C) u�i CL
<br />q ''N 3
<br />NGPA EX. NATIVE GROWTH PROTECTION AREA a w d 3
<br />oHWM EX. ORDINARY HIGH WATER MARK
<br />wLEX. WETLAND BOUNDARY
<br />we EX. WETLAND BUFFER
<br />PAVEMENT =QPti OE WAS,,*
<br />°�
<br />PAVEMENT GRINDING �.
<br />Q. m�
<br />ad,
<br />And w. Reav —
<br />CONCRETE
<br />31257
<br />MAJOR CONTOUR
<br />S�ONAL�'
<br />MINOR CONTOUR
<br />— — — — — — — — EX. MAJOR CONTOUR
<br />EX. MINOR CONTOUR
<br />EX. ROCKERY
<br />co
<br />STORM DRAIN (>6") J
<br />o EX. STORM DRAIN J LU o
<br />EX. DITCH/SWALE �
<br />EX. STORM DRAIN PROFILE Z 0)
<br />EXISTING PROPOSED W cn �
<br />FLOW DIRECTION ARROW 2 j
<br />® SS CLEANOUT = _ LU
<br />ss ss SSMH 48" WLU
<br />W WATER MAIN Q LO W
<br />EXISTING WATER MAIN N LO
<br />EXISTING PROPOSED
<br />0 WATER METER
<br />FIRE HYDRANT
<br />a THRUST BLOCK
<br />e-1 BEND
<br />W
<br />IZ I=I TEE FL 0
<br />CAP/PLUG W W
<br />BLOW OFF VALVE y =
<br />w
<br />AIR RELIEF VALVE w
<br />O
<br />Da N GATE VALVE W
<br />m >
<br />PROPOSED OU
<br />® WALL Q
<br />ROCKERY =
<br />RIP RAP PAD
<br />RECORD DRAWING
<br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED
<br />ON AS —BUILT INFORMATION PROVIDED BY OTHERS. WHILE THIS
<br />INFORMATION IS BELIEVED TO BE RELIABLE, NO ASSUMPTION
<br />SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD
<br />DRAWING, OR FOR ANY ERRORS OR OMISSIONS.
<br />�AEd,awGR�AE
<br />grew C. Reaves �E �M L 111- 12/12/23
<br />SIGNED BY DATE
<br />BAR IS ONE INCH ON ORIGINAL DRAWING.
<br />IF NOT ONE INCH ON THIS SHEET,
<br />ADJUST SCALES ACCORDINGLY.
<br />SCALE: DATE:
<br />AS SHOWN 12/11/23
<br />DESIGNED BY: CHECKED BY:
<br />PACE PROJECT NO. 21586
<br />REV1122-001 SHEET • O
<br />
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