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SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. W
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<br /> HARBORS EDGE
<br /> RECORD DRAWINGS
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<br /> PREPARED BY:
<br /> OWNER/DEVELOPER/CONSULTANTS MASTER LEGEND
<br /> PACE Engineers
<br /> PROPERTY LINE CENTER LINE
<br /> — —
<br /> APPLICANT/OWNER ENGINEER SURVEYOR 3501 Colby Ave Suite 101 LOT LINE CURB GUTTER v'
<br /> SAGE HOMES NW, , PACE ENGINEERS MEAD GILMAN LAND SURVEYORS PACE Everett,WA 98201 — — — _ — — RIGHT OF WAY PAVEMENT
<br /> 9505 19TH AVE SE, SUITE 118 3501 COLEY AVE SUITE 101 P.O. 289 I7.425.4$6.6533 — — — — EASEMENT ----------- SAWCUT LINE
<br /> EVERETT, WA 98208 EVERETT, WA 98201 WOODINVILLE, WA 98072 11
<br /> (425)221 (425) 486-6533 (425)486-1252 VWVW.pBCeeTlgfS.COIT'1 - EX. PROPERTY LINE SIDEWALK
<br /> And Re® aceen rs.com BUILDING al®sagehomesnw.com Y P 9 CONTACT: MARK PENDERGRAFT, PLS EX. LOT LINE „
<br /> CONTACT: ALBERT TORRICO CONTACT: ANDY REAVES, PE y o
<br /> BIOLOGIST LANDSCAPE ARCHITECT — — — — — — Ex. RIGHT of war BUILDING SETBACK �amN
<br /> EX. EASEMENT - EX. CENTERLINE °0�a�
<br /> CERTIFIED EROSION PACE ENGINEERS — — — — — Lu o3w m
<br /> WETLAND RESOURCES �
<br /> 9505 19TH AVE. SE, SUITE 106, 11255 KIRKLAND WAY, SUITE 300 DITCH/SWALE EX. BUILDING w v vi 4
<br /> CONTROL SPECIALIST KIRKLAND, WA 98033 U o 2 a 3
<br /> EVERETT, WA 98208 NCPn EX. NATIVE GROWTH PROTECTION AREA ¢ >
<br /> PACE CONTACT: BRIAN WAY J —❑ ❑ ❑— WOOD FENCE
<br /> (425)337.3174
<br /> 3501 COLEY AVE SUITE 101 EMAIL: BRIANW®PACEENGRS.COM oHwu EX. ORDINARY HIGH WATER MARK
<br /> scoff®wetlandresources.com _ _ �� — HAND RAIL
<br /> EVERETT, WA. 98201 CONTACT: SCOTT BRAINARD ��� �`--'_�, ---�--- EX. DITCH/SWALE "� EX. WETLAND BOUNDARY
<br /> (425) 486-6533 GEOTECH ��
<br /> EX. TREE LINE EX. WETLAND BUFFER
<br /> EARTH SOLUTIONS W C R
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<br /> 15365 N.E. 90th Street, Suite 100 - EX. FENCE PAVEMENT
<br /> Redmond, WA 98052 PROJECT —x—x—x x—x PAVEMENT GRINDING Q
<br /> (425)a4s-4704 - LOCATION © — EX. BARB WIRE FENCE And w Rea .
<br /> info®esnw.com 'JY -o—o—o—o—o CONCRETE ;
<br /> EX. CHAIN LINK FENCE
<br /> CONTACT: HENRY WRIGHT i�l© —® PotPFc alza�E.O?
<br /> ® ®— EX. IRON FENCE MAJOR CONTOUR P /STER.
<br /> I` —o—o—o—o—o JPiA1.
<br /> — EX. PIPE FENCE MINOR CONTOUR
<br /> Q - —n n ❑— EX. WOOD FENCE
<br /> EXISTING PROPOSED EX. MAJOR CONTOUR
<br /> UTILITIES ° CONIFER TREE ------------- EX. MINOR CONTOUR
<br /> SEWAGE DISPOSAL CITY OF EVERETT
<br /> WATER SUPPLY CITY OF EVERETT 1-5 DECIDUOUS TREE EX. ROCKERY
<br /> SCHOOL DISTRICT MUKILTEO No. 6 I Go
<br /> FIRE DISTRICT SOUTH COUNTY FIRE & RESCUE w MAIL BOX STORM DRAIN (>6") U
<br /> PARK DISTRICT NAKEETA BEACH J
<br /> POWER SNOHOMISH COUNTY PUD NO.1 C) CD SHRUB so EX. STORM DRAIN J Lu o
<br /> PHONE VERIZON le - �- SIGN ---�--- EX. DITCH/SWALE � cq
<br /> VICINITY MAP -------------- EX. STORM DRAIN PROFILE Z W Q
<br /> MERIDIAN BENCHMARK SCALE= NTS EXISTING PROPOSED to cn 3
<br /> WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH CG CLEARING & GRADING LIMITS W W
<br /> ZONE (NAD 83 2011 EPOCH 2O10.00 PER GPS TBM-A: MGA CONTROL POINT 800. SET MAG NAIL AND >Ic xk SILT FENCE > FLOW DIRECTION ARROW � F
<br /> / ) WASHER IN THICKENED EDGE ASPHALT ON NORTH SIDE o ® SS CLEANOUT O Q LU
<br /> OBSERVATIONS UTILIZING THE WASHINGTON STATE WEST MUKILTEO BOULEVARD AND AT WEST SIDE 3 INTERCEPTOR SWALE/DITCH 2 Of
<br /> REFERENCE NETWORK (WSRN) ENTRANCE TO BUILDING #3617 AND 14' SOUTH OF Sheet List Table O 0® SSMH 48" WLU
<br /> BOARD FENCE POST. --- ---- EX. SWALE/DITCH _
<br /> LEGAL DESCRIPTION(PLAT) ELEV. 142.10' SHEET PROJECT LIMITS W WATER MAIN w LU
<br /> PARCEL A NUMBER SHEET TITLE CATCH BASIN PROTECTION `" Q c
<br /> TBM-B: MGA CONTROL POINT 805. SET MAG NAIL IN PROTECTION/INSERT EXISTING WATER MAIN N rn
<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
<br /> SOUTHWEST OF EAST END GUARD RAIL. IB to WATER METER
<br /> VOLUME 10 OF PLATS, PAGE 94, RECORDS OF ELEV. = 132 TEMPORARY CONSTRUCTION ENTRANCE
<br /> SNOHOMISH COUNTY, WASHINGTON. A JR FIRE HYDRANT
<br /> SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF DATUM DEMOLITION LINE a THRUST BLOCK
<br /> WASHINGTON. NAVD 88 C3.0 SITE PLAN
<br /> OBJECT TO BE REMOVED -I BEND
<br /> g N.A.V.D. 88-3.64'=NGVD '29 (MSL) _ W
<br /> PARCEL B C4.0 GRADING AND DRAINAGE PLAN 1. 1 FTA TEE FL 0
<br /> o TAX ACCOUNT# AREA TO BE DEMOLISHED 0 F
<br /> ., THAT PORTION OF LOT 48, PLAT OF EDGEWATER, C4.1 ROAD & DRAINAGE PROFILE - ] CAP/PLUG W LU
<br /> ACCORDING TO THE PLAT THEREOF, RECORDED IN 00433600004802 EXISTING PROPOSED
<br /> VOLUME 10 OF PLATS, PAGE 94, RECORDS OF 00433600004700 C4.2 ROAD & DRAINAGE PROFILE BLOW OFF VALVE W N
<br /> SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS 00433600004600 C4.3 GRADING & DRAINAGE DETAILS > FLOW DIRECTION ARROW AIR RELIEF VALVE � x
<br /> FOLLOWS: 00433600004500 ® ® AREA DRAINS
<br /> SITE ADDRESS ® ® SD CLEANOUT A N GATE VALVE m j
<br /> BEGINNING AT THE NORTHEAST CORNER OF SAID LOT C4.5 VAULT PLAN & DETAILS 0
<br /> UNKNOWN PROPOSED
<br /> 48, 3710 W. MUKILTEO BLVD, EVERETT C5.0 SEWER & WATER PLAN < < CULVERT END ®WALL
<br /> THENCE SOUTH 74'56' WEST ALONG THE NORTH LINE Q
<br /> OF SAID LOT 48 FOR 80 FEET; 3702 W. MUKILTEO BLVD, EVERETT E ❑p ❑o CB TYPE 1 2
<br /> iZ 3618 W. MUKILTEO BLVD, EVERETT C5.1 SEWER PROFILE (� ROCKERY
<br /> �f THENCE SOUTH 26'10' EAST FOR 80 FEET; ❑® ❑o CB TYPE 1L
<br /> THENCE NORTH 7 EAST L RIP RAP PAD
<br /> I EAST FOR 56.10 FEET TO ® CB TYPE 2 A POINT ON THE EAST LINE OF SAID LOT 48; GRADING QUANTITIES
<br /> THENCE NORTH 08'57'45" WEST ALONG THE EAST ®
<br /> LINE OF SAID LOT 48 FOR 80.0 FEET TO THE CUT: 9315 CY j SDMH3495
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<br /> NORTHEAST CORNER OF SAID LOT 48 AND THE FILL: 5820 CY POINT OF BEGINNING. NET: 820 CY (CUT) SS SANITARY SEWER VERIFY SCALE
<br /> -= EX. SANITARY SEWER RECORD DRAWING EAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> a TNIS RECORD DRAWING HAS BEEN PREPARED,IN PART,BASED 0—
<br /> g� . SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF INFORMATION N AS—BUILT INFORMATION PROVIDED BY OTHERS.WHILE THIS IF NOT ONE INCH ON THIS SHEET,
<br /> 33 WASH NGTON. SHLDBEIS BELIEVED IN BE RELIABLE.NO F THIS ASSUMPTION ADJUST SCALES ACCORDINGLY.
<br /> SHOULD BE MADE REGARDING THE ACCURACY Or THIS RECORD SCALE: DATE:
<br /> DRAWING,OR FORq ANY�ERRORS�OR OMISSIONS.
<br /> �n I REFERENCES <.�.„ :o.,-E AS SHOWN 12/11/23
<br /> rew0.Reaves sE,�'L:a::'" ,"o,,.,,o. 12/12/23 DESIGNED BY: CHECKED BY:
<br /> "'�� 1. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 200012085004.
<br /> x SIGNED ar �, DATE KDS/TB ACR/SS
<br /> 2. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 202001075006. PACE PROJECT NO. 21586
<br /> Andrew Reaves.PE,Senior Principal
<br /> F 3. PLAT OF EDGEWATER AS RECORDED IN VOLUME 10 OF PLATS, AT PAGE 94, UNDER AUDITOR'S PRIM NM1E k TITLE
<br /> FILE NUMBER 394892. Ici.0RE V1122-001 SHEET
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