Laserfiche WebLink
^m" SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. w <br /> m Permit#: PW2205-022 M o o n <br /> ' Site Address: 3618 W Mukilteo BLVD <br /> rn�? Owner: SAGE HOMES NORTHWEST LLC <br /> o c Application Date: 3/22/2019 <br /> HARBORS EDGE Description: Stormwater vault revision after issuance <br /> N N N <br /> w 5.T. Review Status: REVISION AFTER ISSUANCE-APPROVED <br /> 0 Review Date: 05/26/2023 <br /> W CONSTRUCTION DOCUMENTS Y (J ¢ JJ <br /> � EVERETT City <br /> lions Approved � o J ¢ ¢ <br /> <° o <br /> <. x K k <br /> 05/26/2023 7:03:27 AM 0 3 m <br /> w M m m <br /> Q'F O a En N N ZO <br /> 05/12/23 W p <br /> Nn � �� <br /> 000 <br /> Vi N N U 0 w <br /> O <br /> PREPARED BY: � � � � C)r r '� c� U U <br /> J J (J D O f <br /> OWNER/DEVELOPER/CONSULTANTS MASTER LEGEND > > n n N <br /> 3501 Colby Avenue I Suite 1 O1 - - PROPERTY LINE CENTER LINE <br /> APPLICANT/OWNER ENGINEER SURVEYOR Everett,WA 98201 LOT LINE CURB GUTTER <br /> p.425.486.6533 - - - - - - RIGHT OF WAY PAVEMENT <br /> SAGE HOMES NW, LLC PACE ENGINEERS MEAD GILMAN LAND SURVEYORS :Z <br /> 9505 19TH AVE SE, SUITE 118 3501 COLBY AVE SUITE 101 P.O. 289 ..................................................... - - - - - EASEMENT ----------- SAWCUT LINE <br /> EVERETT, WA 98208 EVERETT, WA 98201 WOODINVILLE, WA 98072 Civil Structural Planning Survey - - <br /> (425)221-1342 (425) 486-6533 (425)486-1252 I I g l y EX. PROPERTY LINE SIDEWALK W E o <br /> And Re® aceen rs.com An Engineering Services Company www. aceen rs.com - . . - - BUILDING =� c alOsagehomesnw.com Y P 9 CONTACT: MARK PENDERGRAFT, PLS 9 9 p Y p g - EX. LOT LINE & c <br /> CONTACT: ALBERT TORRICO CONTACT: ANDY REAVES, PE <br /> BIOLOGIST <br /> LANDSCAPE ARCHITECT - Ex. RIGHT of WAY BUILDING SETBACK d a 8 <br /> PACE ENGINEERS - - - - - EX. EASEMENT - EX. CENTERLINE <br /> CERTIFIED EROSION WETLAND RESOURCES 11255 KIRKLAND WAY, SUITE 300 DITCH/SWALE EX. BUILDING <br /> CONTROL SPECIALIST 9505 19TH AVE. SE, SUITE 106, KIRKLAND, WA 98033 € <br /> EVERETT, WA 98208 1� Hcan EX. NATIVE GROWTH PROTECTION AREA <br /> PACE CONTACT: BRIAN WAY i1 il -0-0-0- WOOD FENCE d v :> <br /> (425)337.3174 �ij off > :- <br /> i=E <br /> 3501 COLBY AVE SUITE 101 EMAIL: BRIANWOPACEENGRS.COM EX. ORDINARY HIGH WATER MARK �"'w�- 'v <br /> EVERETT, WA. 98201 sco��Owetlandresources.com HAND RAIL <br /> {� EX. WETLAND BOUNDARY <br /> (425) 486-6533 <br /> CONTACT: SCOTi BRAINARD F,-x❑ ->`, �---�--- EX. DITCH/SWALE <br /> GEOTECH <br /> EARTH SOLUTIONS EX. TREE LINE EX. WETLAND BUFFER <br /> 15365 N.E. 90th Street, Suite 100 _ -�-�-�-�-�- EX. FENCE PAVEMENT <br /> Redmond, WA 98052 PROJECT f� ; -x-x-x-x-x PAVEMENT GRINDING <br /> (425)449-4704 - LOCATION © 3 - EX. BARB WIRE FENCE a <br /> info®esnw.com a,rn�a. 'Ji -o-o-o-o-o- EX. CHAIN LINK FENCE CONCRETE <br /> CONTACT: HENRY WRIGHT ill© -n ® n- <br /> EX. IRON FENCE MAJOR CONTOUR <br /> EX. PIPE FENCE MINOR CONTOUR <br /> - -❑ ❑ ❑- 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 <br /> FIRE DISTRICT SOUTH COUNTY FIRE & RESCUE MAIL BOX STORM DRAIN (>6") U 00 <br /> 00 <br /> PARK DISTRICT NAKEETA BEACH �-^-N J <br /> POWER SNOHOMISH COUNTY PUD NO.1 GDo I ' t,,,,,,i {) SHRUB w EX. STORM DRAIN J LU o <br /> PHONE VERIZON �I ie - �- SIGN ---�--- EX. DITCH/SWALE � h rn <br /> VICINITY MAP GAS <br /> PSE -------------- EX. STORM DRAIN PROFILE Z ui Q <br /> MERIDIAN BENCHMARK SCALE= NTS EXISTING PROPOSED Tn cn � <br /> WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH CG CLEARING & GRADING LIMITS W LU <br /> ZONE (NAD 83 2011 EPOCH 2O10.00 PER GPS TBM-A: MGA CONTROL POINT 800. SET MAG NAIL AND xlc 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 (S 0® SSMH 48" LU <br /> BOARD FENCE POST. --- --- EX. SWALE/DITCH W _ <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 C1.1 EXISTING CONDITIONS <br /> SOUTHWEST OF EAST END GUARD RAIL. IB 0 WATER METER <br /> VOLUME 10 CO PLATS, PAGE 94, RECORDS OF <br /> ELEV. = 132.55' C2.0 SWPPP TEMPORARY CONSTRUCTION ENTRANCE <br /> SNOHOMISH COUNTY, WASHINGTON. A � FIRE HYDRANT <br /> C2.1 SWPPP DETAILS <br /> SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF DATUM //////////////////// DEMOLITION LINE a THRUST BLOCK <br /> WASHINGTON. NAVD C3.0 SITE PLAN 88 OBJECT TO BE REMOVED .�1 ,�-A BEND <br /> N.A.V.D. 88-3.64'=NGVD '29 (MSL) C3.1 SITE DETAILS W <br /> PARCEL B C4.0 GRADING AND DRAINAGE PLAN 1. 1 Fli TEE FL 0 <br /> 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 /> 00433600004700 C4.2 ROAD & DRAINAGE PROFILE BLOW OFF VALVE N <br /> LU <br /> VOLUME 10 OF PLATS, PAGE 94, RECORDS OF fn <br /> 00433600004600 > FLOW DIRECTION ARROW <br /> SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS C4.3 GRADING & DRAINAGE DETAILS AIR RELIEF VALVE � x <br /> FOLLOWS: 00433600004500 0 ® AREA DRAINS <br /> C4.4 GRADING & DRAINAGE DETAILS A H GATE VALVE j <br /> SITE ADDRESS ® SD CLEANOUT m <br /> BEGINNING AT THE NORTHEAST CORNER OF SAID LOT C4.5 VAULT PLAN & DETAILS PROPOSED <br /> 48; UNKNOWN <br /> 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 /> r OF SAID LOT 48 FOR 80 FEET; 3702 W. MUKILTEO BLVD, EVERETT C5.1 SEWER PROFILE E ❑O ❑O CB TYPE 1 n�� ROCKERY = <br /> a$ THENCE SOUTH 26'10' EAST FOR 80 FEET; 3618 W. MUKILTEO BLVD, EVERETT <br /> w C5.2 SEWER & WATER DETAILS o o CB TYPE 1L <br /> THENCE NORTH 75'58'30" EAST FOR 56.10 FEET TO r RIP RAP PAD <br /> 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 --� <br /> g" LINE OF SAID LOT 48 FOR 80.0 FEET TO THE LNLET: 5820 <br /> UT: 9315 CY Q L1.1 LANDSCAPE PLAN 1 ®0 SDMH <br /> o 3495 CY 5 - <br /> NORTHEAST CORNER OF SAID LOT 48 AND THE LL2 LANDSCAPE PLAN SS SANITARY SEWER VERIFY SCALE <br /> POINT OF BEGINNING. CY (CUT) <br /> L1.3 OS RECREATION SPACE AND DETAILS -= EX. SANITARY SEWER Ewr¢is ONE INCH ON orticiNu ORnw�Nc. <br /> SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF L1.4 PLANT SCHEDULE IF NOT ONE INCH ON <br /> R WASHINGTON. nOiusr SCALES ACCORDINGLY. <br /> L1.5 LANDSCAPE DETAILS SCALE: DATE: <br /> REFERENCES AS SHOWN 05/12/23 <br /> L1.6 LANDSCAPE DETAILS <br /> arc 1. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 200012085004. DESIGNED BY: CHECKED BY: <br /> m L1.7 PLAY AREA DETAILS 'S/TB ACR/SS <br /> d 2. RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILE NUMBER 202001075006. L2.0 IRRIGATION PLAN PACE PROJECT NO. 21586 <br /> PLAT OF EDGEWATER AS RECORDED IN VOLUME 10 OF PLATS, AT PAGE 94, UNDER AUDITOR'S L2.1 IRRIGATION DETAILS AND NOTES <br /> FILE NUMBER 394892. L2.2 IRRIGATION DETAILS C .O <br /> REVI122-001 SHEET <br />