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3 <br />0 <br />0 <br />0 <br />i <br />E <br />a <br />0 <br />SURVEY DATA <br />EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMA71ON SHOWN ON THIS PLAN AND OTHERS IN THIS <br />SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY <br />AXIS SURVEY AND MAPPING (JOB NO. 18136), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT <br />REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC <br />MAP BY AXIS SURVEY AND MAPPING: <br />BASIS OF BEARINGS <br />HELD A BEARING OF N 00*5446" E ALONG THE MONUMENTED WEST LINE FROM THE SW CORNER TO THE <br />WEST QUARTER OF SECTION 7-28-5. <br />DATUM <br />HORIZONTAL DATUM: NAD '83191 PER SNOHOMISH COUNTY CONTROL POINT (WGS SURVEY DATA WAREHOUSE) <br />DESIGNATION: 2804J25, DATABASE ID: 20617 <br />VERTICAL DATUM. NAVD '88 PER GPS 2011 SMARTNET NORTH AMERICA AS VERIFIED TO WSDOT CONTROL <br />POINT GP31005-87 <br />ELEVATION.- 474.179' <br />LEGAL DESCRIPTION <br />PARCEL 2 OF CITY OF EVERETT BINDING SITE PLAN NO. 003-00 RECORDED UNDER RECORDING N0. <br />200012125001, BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 28 NORTH, RANGE <br />5 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON AND PORTION OF TOSLAND HALF ACRE GARDEN TRACTS, <br />ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 101, RECORDS OF SNOHOMISH <br />COUNTY, WASHINGTON. <br />REFERENCES <br />1. CITY OF EVERETT BINDING SITE PLAN NO. 113-00 BY KEGEL ENGINEERING ASSOCIATES, INC. RECORDING <br />NO. 200012125001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. <br />Z TOSLAND HALF ACRE GARDEN TRACTS, RECORDED IN VOL. 101 OF PLATS, PG. 11, RECORDS OF <br />SNOHOMISH COUNTY, WASHINGTON. <br />EQUIPMENT NOTES <br />PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL <br />POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. <br />MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE 77ED INTO <br />THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH <br />ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-0801090. <br />NOTES <br />THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON AUGUST 22, <br />2018 AND CAN ONLY BY CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. <br />THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY <br />BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE <br />AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE <br />HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. <br />UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. <br />FIELD LOCATION OF U71LITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS <br />FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. <br />NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED <br />U71LI71ES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN <br />FOR VERIFICATION. <br />APPROX. EARTHWORK QUANTITIES <br />EARTHWORK QUANTITIES WERE ESTIMATED USING A GRID VOLUME METHOD AND AUTODESK <br />AUTOCAD CIVIL 3D SOFTWARE. THE FOLLOWING VALUES ARE APPROXIMATE AND PROVIDED TO <br />ILLUSTRATE GENERAL EARTHWORK EFFORTS BASED ON AVAILABLE SURVEY AND DESIGN DATA <br />EXCLUDING ESTIMATES OF ANY VAULT, FOUNDATION, AND PAVEMENT QUANTITIES - <br />CUT 7,380 CY <br />FILL: 21,520 CY <br />NET: 14,140 CY (FILL) <br />THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES. THE CONTRACTOR SHALL USE THEIR <br />OWN MEANS AND METHODS TO ESTIMATE EARTHWORK QUANTITIES. <br />•0.V <br />mwhsrsbelow. <br />'ell before You <br />PROJECT TEAM <br />APPLICANT <br />FOUR CORNERS, LLC <br />CONTACT: DAVID RATLIFF <br />19000 NE 8TH STREET, SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE. (425) 453-9551 <br />FAX. (425) 453-9566 <br />CIVIL ENGINEER <br />CPH CONSULTANTS <br />CONTACT: MATT HOUGH, PE <br />11321-8 NE 120TH STREET <br />KIRKLAND, WA 98034 <br />PHONE: (425) 285-2390 <br />FAX: (425) 285-2389 <br />EMAIL: MATTOCPHCONSULTANTS.COM <br />SURVEYOR <br />AXIS SURVEY & MAPPING <br />CONTACT: TRAVIS BRADLEY <br />15241 NE 90TH ST <br />REDMOND, WA 98052 <br />PHONE: (425) 823-5700 <br />FAX: (425) 823-6700 <br />ARCHITECT <br />JOHNSON BRAUND, INC. <br />CONTACT: SETH TERRY <br />15200 52ND AVE SOUTH <br />TUKWILA, WA 98188 <br />PHONE: (206) 766-8300 <br />FAX (206) 766-8080 <br />LANDSCAPE ARCHITECT <br />TALASEA CONSULTANTS. INC. <br />CONTACT: ANN OLSEN, RLA <br />15020 BEAR CREEK ROAD NE <br />WOODINVILLE, WA 98077 <br />PHONE. (425) 861-7549 <br />FAX: (425) 861-7549 <br />00598700 <br />-001901 <br />SW 1/4, SEC. 07, TWP. 28N., R05E, W.M <br />FOUR CORNERS <br />SNOHOMISH COUNTY, WASHINGTON <br />PUBLIC WORKS PERMIT <br />ZONING R-1 <br />28050700 <br />-300400 <br />NOVEMBER 3, 2020 <br />ZONING E-1 <br />28050700 <br />-300600 <br />0 0 <br />�o �o <br />00 00 <br />79TH PLACE SOUTHEAST ' <br />- <br />E B... <br />#fill, <br />00598700 I f� <br />-001600- <br />I NO100'00E 227.13` <br />DRIVEL ~� <br />00598700 j <br />-001500 <br />N8841'29*W <br />0 <br />r � <br />00598700 p I I �I i <br />-001401 i <br />DRIVE K <br />C059870C <br />001300 ~ REC <br />ZONING R-1 <br />G0598700 D IIIIII .; DRIVE <br />-001201 <br />0059870 DRIVED'.•.�'::. 2805o700 <br />-0001107 A --301300 <br />IIIII L <br />DRIVE F - / / ZONING E-1 <br />00009DI �.��� DRIVE I � <br />r <br />d <br />00598700 <br />-000803 <br />DAVITA EVERETT 280507DD <br />DIALYSIS CENTER-302000 <br />c (7o REMAIN) ZONING E-1 <br />00598700 <br />-000701 ''. <br />SITE PLAN <br />PROJECT INFORMATION <br />GENERAL <br />PROJECT DESCRIPTION. <br />REDEVELOP 2 REAL PARCELS IN EVERETT WITH 5 BUILDINGS CONSIS71NG OF 430 MUL71-FAMILY <br />DWELLING UNITS AND ASSOCIATED DRIVE AISLES, PARKING, PEDESTRIAN AND RECREA710N/OPEN SPACE <br />AMENITIES. THE ONS17E DAVITA MEDICAL CLINIC WILL REMAIN AND THE PARKING LOT RECONFIGURED <br />WITH THE REDEVELOPMENT OF THE PROPERTY. <br />PARCEL NOS. 28050700307000, 28050700306900 <br />SI7E ADDRESS. 8102 EVERGREEN WAY <br />EVERETT, WA 98203-6419 <br />ZONING. <br />BUILDING SETBACK: <br />FRONT <br />REAR: <br />SIDE (STREET). <br />SIDE (INTERIOR): <br />COMPREHENSIVE PLAN. <br />SITE DATA <br />TOTAL SITE AREA: <br />PROPOSED USE: <br />NEW PLUS REPLACED IMPERVIOUS SURFACE: <br />FOUR CORNERS MUL71-FAMILY PARKING. <br />EVERETT DAVITA CLINIC PARKING: <br />E-1 MUO <br />12-FT FROM CURB <br />NONE <br />NONE <br />12-FT FROM CURB <br />NONE <br />4.2 COMMUNITY BUSINESS <br />10.28 AC (447,826 SF) <br />MIXED USE <br />Z85 AC (342,023 SF) <br />430 REQUIRED PER 19.318.040 <br />338 STANDARD <br />19 ADA (4 ADA VAN) (19X) <br />684 PROVIDED SPACES, 1.60 SPACES/UNIT <br />27 REQUIRED (8,0001300) <br />39 STANDARD PROVIDED (NEW AND EXIST.) <br />BUILDING DATA <br />TOTAL NO. DWELLING UNITS: <br />ALLOWABLE BUILDING HEIGHTS: <br />PROPOSED BUILDING HEIGHTS. <br />CONSTRUCTION TYPE <br />28050700 <br />301100 <br />2805070D I <br />-306600 <br />28050700 <br />-301500 <br />ZONING E-1 <br />28050700 <br />-301200 <br />N <br />0 100 200 <br />430 <br />75' WITHIN E-1 MUO <br />28' WHEN WITHIN 35' OF R-1 <br />(WEST AND PAR7IAL N07HERN BOUNDARY) <br />DISTANCE FROM R-i ZONES LOT <br />(WEST AND PAR7IAL NORTHERN BOUNDARY) <br />BUILDING A - 67.2' <br />BUILDING B - 73.0' <br />BUILDING C - 68.1' <br />BUILDING D - 68.9' <br />BUILDING E - 68.5' <br />5-STORY V-A OVER 1 STORY I -A <br />LANDSCAPE <br />REQUIRED PARKING AREA LANDSCAPE (EMC 19.35.080.B.3): SEE LANDSCAPE PLAN <br />PROPOSED MIN. PARKING AREA LANDSCAPE SEE LANDSCAPE PLAN <br />VICINITY MAP <br />DRAWING INDEX <br />SHEET <br />DWG <br />DESCRIPTION <br />1 <br />CO.00 <br />COVER SHEET <br />2 <br />CO.01 <br />GENERAL NOTES <br />3 <br />CO.10 <br />EXISTING CONDITIONS <br />4 <br />C1.00 <br />DEMO PLAN <br />5 <br />C1.01 <br />TESC PLAN <br />6 <br />C1.100 <br />TESC DETAILS <br />7 <br />C1.101 <br />TESC DETAILS <br />8 <br />C2.00 <br />OVERALL SITE LAYOUT AND HORIZONTAL CONTROL PLAN <br />9 <br />C2.01 <br />SITE LAYOUT <br />10 <br />C2.02 <br />SITE LAYOUT <br />11 <br />C2.10 <br />DRIVEWAY SEC710NS <br />12 <br />C2.20 <br />CURB RETURNS <br />13 <br />C2.21 <br />CURB RETURNS <br />14 <br />C2.22 <br />CURB RETURNS <br />15 <br />C2.23 <br />RAMP DETAILS <br />16 <br />C2.24 <br />RAMP DETAILS <br />17 <br />C2.100 <br />SITE LAYOUT DETAILS <br />18 <br />C3.00 <br />OVERALL GRADING AND DRAINAGE <br />19 <br />C3.01 <br />GRADING PLAN <br />20 <br />C3.02 <br />GRADING PLAN <br />21 <br />C3.10 <br />STORM DRAINAGE PLAN <br />22 <br />C3.11 <br />STORM DRAINAGE PLAN <br />23 <br />C3.20 <br />STORM DRAINAGE PROFILES <br />24 <br />C3.21 <br />STORM DRAINAGE PROFILES <br />25 <br />C3.22 <br />STORM DRAINAGE PROFILES <br />26 <br />C3.23 <br />STORM DRAINAGE PROFILES <br />27 <br />C3.31 <br />NORTH VAULT DETAIL <br />28 <br />C3.32 <br />SOUTH VAULT DETAIL <br />29 <br />C3.100 <br />GRADING AND DRAINAGE DETAILS <br />30 <br />C4.00 <br />OVERALL UTILITY PLAN <br />31 <br />C4.01 <br />SANITARY SEWER PLAN <br />32 <br />C4.02 <br />SANITARY SEWER PLAN <br />33 <br />C5.01 <br />WATER PLAN <br />34 <br />C5.02 <br />WATER PLAN <br />35 <br />C5.10 <br />UTILITY PROFILES <br />36 <br />C5.11 <br />UTILITY PROFILES <br />37 <br />C6.00 <br />FIRE PLAN SOUTH ENTRANCE MOVEMENTS <br />38 <br />C6.01 <br />FIRE PLAN NORTH ENTRANCE MOVEMENTS <br />39 <br />0.0 <br />PROPOSED SITE PLAN OVERVIEW AND OPEN SPACE REQUIREMENTS <br />40 <br />L1.1 <br />OPEN SPACE PLAN <br />41 <br />L1.2 <br />FENCING PLAN <br />42 <br />LZO <br />PARKING LOT AND PERIMETER LANDSCAPE PLAN <br />43 <br />L2.1 <br />PARKING LOT AND PERIMETER LANDSCAPE PLAN <br />44 <br />L2.2 <br />PARKING LOT AND PERIMETER LANDSCAPE PLAN <br />45 <br />L3.0 <br />PLANTING PLAN <br />46 <br />L3.1 <br />PLANTING PLAN <br />47 <br />L3.2 <br />PLANTING PLAN <br />48 <br />L3.3 <br />PLANTING PLAN <br />49 <br />L3.4 <br />PLANTING SCHEDULE, NOTES AND DETAILS <br />50 <br />L4.0 <br />PLANTING SPECIFICATIONS <br />51 <br />IR1.0 <br />IRRIGATION NOTES AND DETAILS <br />OPEN SPACE AND RECREATION <br />PROJECT RECREA710N/OPEN SPACE AMENITIES SEE LANDSCAPE PLAN <br />REQUIRED RECREA71ON SPACE IMPACT (EMC 19.15.050.A.1). SEE LANDSCAPE PLAN <br />PROPOSED REC. SPACE IMPACT CREDIT. SEE LANDSCAPE PLAN <br />REQUIRED OPEN SPACE AREA (EMC 19.15.040.A): SEE LANDSCAPE PLAN <br />PROPOSED OPEN SPACE AREA: SEE LANDSCAPE PLAN <br />��W J UTILITY PURVEYORS �`� A C P H <br />WATER AND SANITARY SEWER: CITY OF EVERETT <br />POWER: SNOHOMISH COUNTY PUD CONSULTANTS <br />NATURAL GAS: PUGET SOUND ENERGY Site Planning - <br />ng <br />TV/CABLE COMCAST, FRONTIER, AND WAVE A a Landscape kchitecturelNlLandUse eConsulting <br />PHONE COMCAST, FRONTIER, AND WAVE FS ONAL �� K YJan11 WA 120thStreet <br />90e <br />FIRE CITY OF EVERETT IrY� <br />101 South Wenatchee Avenue, Suite C3 <br />ti Wenatchee, WA 98801 • (5091293-7731 <br />www.cphconsuItants.com <br />Copyright 0 2020 CPH Consuhents, LLC. All Rights Reserved, <br />