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<br /> m SE1/4 SW1/4 SEC.34,TWP.29 N., RGE.4 E.,W.M.
<br /> Permit#: PW2205-022
<br /> Site Address: 3618 W Mukilteo BLVD N M N
<br /> Owner: Sage Homes Northwest,LLC
<br /> M n Application Date: 05/24/2022
<br /> < Description: Site Work for Harbors Edge(ULS)
<br /> CD m HARBORS EDGE Approved Review Status: A roved as Noted
<br /> a Review Date: 10/14/2022
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<br /> APPROVED
<br /> 3 PUBLIC WORKS DEPARTMENT
<br /> CONSTRUCTION DOCUMENTS BY:ThaaNewpon w
<br /> p DATE:10/14/2022 0 Q
<br /> A CITY OF EVERETT REVIEWED FOR PERMIT k k
<br /> p APROVED AS NOTED 3 � m m
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<br /> 9/26/22 m
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<br /> PREPARED BY: 0C) U)
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<br /> MASTER LEGEND M M N N
<br /> OWNER/DEVELOPER/CONSULTANTS 3501 ColbyAvenue Ie Suite 101
<br /> - - PROPERTY LINE CENTER LINE
<br /> APPLICANT/OWNER ENGINEER SURVEYOR Everett,WA 98201 LOT LINE CURB GUTTER "
<br /> PACE p 425.481),I)533 - - - - - - RIGHT OF WAY PAVEMENT
<br /> SAGE HOMES NW, LLC PACE ENGINEERS MEAD GILMAN LAND SURVEYORS T
<br /> 9505 19TH AVE SE, SUITE 118 3501 COLBY AVE SUITE 101 P.O. 289 •••••••••••••••••••••••••••••••••••••••••••••••••••. - - EASEMENT ----------- SAWCUT LINE `z
<br /> EVERETT, WA 98208 EVERETT, WA 98201 WOODINVILLE, WA 98072 Civil Structural PlanningSurvey _
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<br /> (425)221-1342 (425) 486-6533 (425)486-1252 I I I EX. PROPERTY LINE SIDEWALK W a o
<br /> of®sogehomesnw.com AndyReOpaceengrs.com CONTACT: MARK PENDERGRAFT, PLS An Engineering Services Company WWW.paceengrs.com - - EX. LOT LINE BUILDING �"'
<br /> CONTACT: ALBERT TORRICO CONTACT: ANDY REAVES, PE
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<br /> BIOLOGIST LANDSCAPE ARCHITECT - - - - - - EX. RIGHT of WAY BUILDING SETBACK
<br /> CERTIFIED EROSION - - - - - - EX. EASEMENT - EX. CENTERLINE
<br /> PACE ENGINEERS a,¢
<br /> WETLAND RESOURCES 11255 KIRKLAND WAY, SUITE 300 ... """""""" EX. BUILDING '
<br /> 9505 19TH AVE. SE, SUITE 106, DITCH/SWALE m
<br /> CONTROL SPECIALIST KIRKLAND, WA 98033
<br /> EVERETT, WA 98208 Ncan EX. NATIVE GROWTH PROTECTION AREA �'
<br /> PACE (425)337.3174 CONTACT: BRIAN WAY -0-0-0- WOOD FENCE
<br /> 3501 COLBY AVE SUITE 101 EMAIL: BRIANWOPACEENGRS.COM orw�n EX. ORDINARY HIGH WATER MARK
<br /> scottOwetlandresources.com - _ HAND RAIL
<br /> EVERETT, WA. 98201 CONTACT: SCOTT BRAINARD -�
<br /> (425) 486-6533 evereu = _ �---�--- EX. DITCH/SWALE "L EX. WETLAND BOUNDARY
<br /> GEOTECH
<br /> EARTH SOLUTIONS EX. TREE LINE we EX. WETLAND BUFFER P�:•PoF wasy�FF
<br /> 15365 N.E. 90th Street, Suite 100 �'' -o-o-o-o-oPAVEMENT
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<br /> PROJECT - EX. FENCE AV MEN �.�E aco:Z
<br /> Redmond, WA 98052 PAVEMENT GRINDING
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<br /> (425)449-4704 LOCATION © a - EX. BARB WIRE FENCE Y :�
<br /> infoOesnw.com �' -°-°-°-°-c- EX. CHAIN LINK FENCE d CONCRETE
<br /> CONTACT: HENRY WRIGHT -F I,© �. aes3o
<br /> MINOR CONTOUR �Fssc C��\��
<br /> -0-0-0- EX. IRON FENCEMAJOR CONTOUR /STER�
<br /> EX. PIPE FENCE "M.
<br /> -❑ ❑ ❑- EX. WOOD FENCE
<br /> EXISTING PROPOSED --- EX. MAJOR CONTOUR
<br /> UTILITIES 15 CONIFER TREE ------------- EX. MINOR CONTOUR
<br /> SEWAGE DISPOSAL CITY OF EVERETT
<br /> WATER SUPPLY CITY OF EVERETT _ DECIDUOUS TREE EX. ROCKERY
<br /> SCHOOL DISTRICT MUKILTEO NO. 6 -�
<br /> FIRE DISTRICT SOUTH COUNTY FIRE & RESCUE ///��� MAIL BOX 00
<br /> PARK DISTRICT NAKEETA BEACH STORM DRAIN (>6") J
<br /> POWER SNOHOMISH COUNTY PUD NO.1 C) ( SHRUB so EX. STORM DRAIN J Lu Co
<br /> GAS PSE i --- --- EX. DITCH SWALE 7 N
<br /> PHONE VERIZON ""- • SIGN / 2r Co
<br /> VICINITY MAP -------------- EX. STORM DRAIN PROFILE Z ui Q
<br /> MERIDIAN EXISTING PROPOSED � -
<br /> BENCHMARK SCALE= NITS CG CLEARING & GRADING LIMITS W LU W
<br /> WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH TBM-A: MGA CONTROL POINT 800. SET MAG NAIL AND > FLOW DIRECTION ARROW >
<br /> ZONE (NAD 83/2011) EPOCH 2O10.00 PER GPS WASHER IN THICKENED EDGE ASPHALT ON NORTH SIDE * * SILT FENCE Q LU
<br /> OBSERVATIONS UTILIZING THE WASHINGTON STATE WEST MUKILTEO BOULEVARD AND AT WEST SIDE INTERCEPTOR SWALE/DITCH o ® SS CLEANOUT O W
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<br /> REFERENCE NETWORK (WSRN) ENTRANCE TO BUILDING #3617 AND 14' SOUTH OF Sheet List Table � O � 0) W
<br /> BOARD FENCE POST. --- --- EX. SWALE/DITCH W �_ LU
<br /> � SSMH 4E"
<br /> LEGAL DESCRIPTION(PLAT) ELEV.= 142.10' SHEET PROJECT LIMITS W WATER MAIN W
<br /> PARCEL A NUMBER SHEET TITLE CATCH BASIN PROTECTION `" Q rn TBM-B: MGA CONTROL POINT 805. SET MAG NAIL IN /INSERT EXISTING WATER MAIN fn
<br /> LOTS 45, 46 AND 47, PLAT OF EDGEWATER, THICKENED EDGE ASPHALT ON NORTH SIDE WEST C1.0 COVER SHEET CHECK DAM EXISTING PROPOSED
<br /> ACCORDING TO THE PLAT THEREOF, RECORDED IN MUKILTEO BOULEVARD AND APPROXIMATELY 3.5' SOUTH C1.1 EXISTING CONDITIONS
<br /> VOLUME 10 OF PLATS, PAGE 94, RECORDS OF SOUTHWEST OF EAST END GUARD RAIL. ® 0 WATER METER
<br /> SNOHOMISH COUNTY, WASHINGTON. ELEV. = 132.55' C2.0 SWPPP TEMPORARY CONSTRUCTION ENTRANCE 'Q Ak FIRE HYDRANT
<br /> SPPP DET SW AIL
<br /> SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF DATUM C2.1 DEMOLITION LINE a � THRUST BLOCK
<br /> 0 SITE PLAN
<br /> WASHINGTON. NAVD 88 C3. OBJECT TO BE REMOVED �I ,�--I BEND
<br /> o N.A.V.D. 88-3.64'=NGVD '29 (MSL) C3.1 SITE DETAILS W
<br /> PARCEL B C4.0 GRADING AND DRAINAGE PLAN Fes' I� TEE FL Ur
<br /> TAX ACCOUNT# AREA TO BE DEMOLISHED 0 H
<br /> THAT PORTION OF LOT 48, PLAT OF EDGEWATER, C4.1 ROAD & DRAINAGE PROFILE 7 ] CAP/PLUG W W
<br /> ACCORDING TO THE PLAT THEREOF, RECORDED IN 00433600004802 EXISTING PROPOSED =
<br /> 00433600004700 C4.2 ROAD & DRAINAGE PROFILE r
<br /> zz BLOW OFF VALVE n
<br /> VOLUME 10 OF PLATS, PAGE 94, RECORDS OF AIR RELIEF VALVE
<br /> 00433600004600 D FLOW DIRECTION ARROW Y N
<br /> SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS C4.3 GRADING & DRAINAGE DETAILS >
<br /> FOLLOWS: 00433600004500 ® ® AREA DRAINS
<br /> SITE ADDRESS C4.4 GRADING & DRAINAGE DETAILS W H GATE VALVE j
<br /> 8 BE UNKNOWN
<br /> GINNING AT THE NORTHEAST CORNER OF SAID LOT C4.5 VAULT PLAN & DETAILS o SD CLfANOUT PROPOSED �Cal O
<br /> THENCE SOUTH 74'56' WEST ALONG THE NORTH LINE 3710 WNMUKILTEO BLVD, EVERE17 C5.0 SEWER & WATER PLAN < < CULVERT END ®WALL Q U
<br /> OF SAID LOT 48 FOR 80 FEET; 3702 W. MUKILTEO BLVD, EVERE17 C5.1 SEWER PROFILE ❑O ❑O CB TYPE 1 C= ROCKERY =
<br /> THENCE SOUTH 26'10' EAST FOR 80 FEET; 3618 W. MUKILTEO BLVD, EVERE17
<br /> C5.2 SEWER & WATER DETAILS ❑® ❑o CB TYPE 1L
<br /> THENCE NORTH 75'58'30" EAST FOR 56.10 FEET TO RIP RAP PAD
<br /> tam A POINT ON THE EAST LINE OF SAID LOT 48; GRADING QUANTITIES L1.0 OVERALL LANDSCAPE PLAN ®® CB TYPE 2
<br /> THENCE NORTH 08'57'45" WEST ALONG THE EAST CUT: 8424 CY L11 LANDSCAPE PLAN O❑ SDMH
<br /> LINE OF SAID LOT 48 FOR 80.0 FEET TO THE
<br /> NORTHEAST CORNER OF SAID LOT 48 AND THE FILL: 4422 CY
<br /> .
<br /> � POINT OF BEGINNING. NET: 422 CY (CUT)
<br /> L1.2 LANDSCAPE PLAN SS SANITARY SEWER VERIFY SCALE
<br /> ON
<br /> 66 L1.3 OS RECREATION SPACE AND DETAILS EX. SANITARY SEWER BAR IS ONE INCH ORIGINAL
<br /> DRAWING.
<br /> 10 ; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF L1.4 PLANT SCHEDULE IF NOT ONE INCH ON THIS SHEET,
<br /> WASHINGTON. ADJUST SCALES ACCORDINGLY.
<br /> L1.5 LANDSCAPE DETAILS SCALE: DATE:
<br /> _ REFERENCES m AS SHOWN 9/26/22 i L1.6 LANDSCAPE DETAILS
<br /> 1. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 200012085004. KOS ACR/KAG L1.7 PLAY AREA DETAILS DESIGNED BY: CHECKED BY:
<br /> a 2. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 202001075006. 1 L2.0 IRRIGATION PLAN PACE PROJECT NO. 21586
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<br /> Fc 3. PLAT OF EDGEWATER AS RECORDED IN VOLUME 10 OF PLATS, AT PAGE 94, UNDER AUDITOR'S L2.1 IRRIGATION DETAILS AND NOTES
<br /> I ffi FILE NUMBER 394892. L2.2 IRRIGATION DETAILS REV1122-001 SHEET C1'0
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