|
SURVEY DATA
<br />;W 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />s
<br />0
<br />R
<br />Nwbarsbelow.
<br />.all before you
<br />EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION 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 005446"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: 2804,125, DATABASE ID: 20617
<br />VERTICAL DATUM. NAVE) '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 NO.
<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 />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 />2. 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 TIED 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 UTILITIES 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 />UTILITIES 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 />AUTDCAD 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 QUAN7171ES
<br />PROJECT TEAM
<br />APPLICANT
<br />FOUR CORNERS, LLC
<br />CONTACT' DAVID RATLIFF
<br />19000 NE 87H 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: MATTDCPHCONSULTANTS.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 />G EOTECH
<br />EARTH SOLUTIONS NW, LLC
<br />CONTACT' RAY COGLAS, PW
<br />1805 136TH PLACE NE, SUITE 201
<br />BELLEVUE, WA 98005
<br />PHONE: (425) 449-4704
<br />FAX: (425) 449-4711
<br />FOUR CORNERS
<br />SNOHOMISH COUNTY WASHINGTON
<br />RECORD DRAWINGS
<br />00598700
<br />-001901
<br />A=6718'49
<br />R=30.0'
<br />L=35.2'
<br />0 0
<br />00 00 0 0
<br />00598700
<br />-001600
<br />00598700
<br />oolsoo
<br />00598700 N;{
<br />-001401 Ifl4.11
<br />00598700
<br />-001300
<br />ZONING R-1
<br />00598760
<br />-001201..::..
<br />0059870
<br />-0001101
<br />�
<br />.,
<br />0059870
<br />`
<br />51
<br />_�
<br />-0007003
<br />0059870
<br />0000901
<br />S86 4142 E
<br />10.00'
<br />dx
<br />00598700
<br /><
<br />j.�
<br />-000803
<br />N
<br />o
<br />00598700
<br />-000701
<br />40.00'-
<br />NO'5446'1=
<br />48.00'-
<br />SITE PLAN
<br />PROJECT INFORMATION
<br />DECEMBER 8, 2023
<br />ZONING R-1
<br />28050700
<br />-300400
<br />�- GAS GAS - GAS GAS"= GAS AS G
<br />REC
<br />ZONING E-1
<br />28050700
<br />300600
<br />.HJIIIIIIUIIIIIIIILL/
<br />DRIVE D = € -
<br />-� 28050700
<br />-301300
<br />� A
<br />o
<br />DRIVE F - ZONING E-1
<br />DRIVEG
<br />IF
<br />I
<br />n
<br />p, DAVI TA EVERETT TT 28650700
<br />DIALYSIS CENTER-302000
<br />p� (To REMAW) ZONING E-1
<br />_t/z BE0510N INC ESMT
<br />R - 0.' 9. 1216�Ob� _
<br />-- N5650'26"W
<br />5.00,
<br />• S530911 '42"W
<br />27.73'
<br />GENERAL
<br />PROJECT DESCRIP71ON:
<br />REDEVELOP 2 REAL PARCELS IN EVERETT WITH 4 BUILDINGS CONSIS71NG OF 430 MUL71-FAMILY
<br />DWELLING UNITS AND ASSOCIATED DRIVE AISLES, PARKING, PEDESTRIAN AND RECREATION/OPEN SPACE
<br />AMEN171ES THE ONS17E DAWTA MEDICAL CLINIC WILL REMAIN AND THE PARKING LOT RECONFIGURED
<br />WITH THE REDEVELOPMENT OF THE PROPERTY.
<br />PARCEL NOS: 28050700307000, 28050700306900
<br />SITE 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 MULTI -FAMILY PARKING.
<br />EVERETT DAWTA CLINIC PARKING:
<br />E-1 MUD
<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 19.31B.040
<br />338 STANDARD
<br />19 ADA (4 ADA VAN) (19%)
<br />684 PROVIDED SPACES, 1.60 SPACES/UNIT
<br />27 REQUIRED (8,000/300)
<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 />\-S33 09'34"W 1442.37'
<br />28050706
<br />-301100
<br />28050700 I
<br />306600
<br />28050700
<br />-301500
<br />ZONING E-1
<br />28050700
<br />301200
<br />N
<br />0 100 200
<br />PLAN IN FEET
<br />430
<br />75' WITHIN E-1 MUO
<br />28' WHEN WITHIN 35' OF R-1
<br />(WEST AND PARTIAL N07HERN BOUNDARY)
<br />DISTANCE FROM R-1 ZONES LOT
<br />(WEST AND PARTIAL 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 19.35.080.8.3): SEE LANDSCAPE PLAN
<br />PROPOSED MIN. PARKING AREA LANDSCAPE SEE LANDSCAPE PLAN
<br />OPEN SPACEAND RECREATION
<br />PROJECT RECREA710N/OPEN SPACE AMENITIES-
<br />SEE LANDSCAPE PLAN
<br />REQUIRED RECREATION SPACE IMPACT (EMC 19.15.050.A.1):
<br />SEE LANDSCAPE PLAN
<br />PROPOSED REC. SPACE IMPACT CREDIT
<br />SEE LANDSCAPE PLAN
<br />REQUIRED OPEN SPACE AREA (EMC 19.15.040.A).
<br />SEE LANDSCAPE PLAN
<br />PROPOSED OPEN SPACE AREA:
<br />SEE LANDSCAPE PLAN
<br />UTILITY PURVEYORS
<br />WATER AND SANITARY SEWER: CITY OF EVERETT
<br />POWER: SNOHOMISH COUNTY PUD
<br />NATURAL GAS: PUGET SOUND ENERGY
<br />TV/CABLE: COMCAST, FRONTIER, AND
<br />WAVE
<br />PHONE. COMCAST, FRONTIER, AND
<br />WAVE
<br />FIRE CITY OF EVERETT
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />BY MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
<br />VICINITY MAP
<br />DRAWING INDEX
<br />NOT TO SCALE
<br />SHEET DWG. DESCRIPTION
<br />1 CO.00 COVER SHEET
<br />2 CO.01 GENERAL NOTES
<br />3 CO.10 EXISTING CONDITIONS
<br />8 C2.00 OVERALL SITE LAYOUT AND HORIZONTAL CONTROL PLAN
<br />9 C2.01 SITE LAYOUT
<br />10 C2.02 SITE LAYOUT
<br />it C2.10 DRIVEWAY SECTIONS
<br />12 C2.20 CURB RETURNS
<br />13 C2.21 CURB RETURNS
<br />14 C2.22 CURB RETURNS
<br />15 C2.23 RAMP DETAILS
<br />16 C2.24 RAMP DETAILS
<br />17 C2.100 SITE LAYOUT DETAILS
<br />18 C3.00 OVERALL GRADING AND DRAINAGE
<br />19 C3.01 GRADING PLAN
<br />20 C3.02 GRADING PLAN
<br />21 C3.03 GRADING PLAN
<br />22 C3.04 GRADING PLAN
<br />23 C3.10 STORM DRAINAGE PLAN
<br />24 C3.11 STORM DRAINAGE PLAN
<br />25 C3.20 STORM DRAINAGE PROFILES
<br />26 C3.21 STORM DRAINAGE PROFILES
<br />27 C3.22 STORM DRAINAGE PROFILES
<br />28 C3.23 STORM DRAINAGE PROFILES
<br />29 C3.31 NORTH VAULT DETAIL
<br />30 C3.32 NORTHWEST VAULT DETAIL
<br />31 C3.33 SOUTH VAULT DETAIL
<br />32 C3.34 SOUTHWEST VAULT DETAIL
<br />33 C3.100 GRADING AND DRAINAGE DETAILS
<br />34 C4.00 OVERALL UTILITY PLAN
<br />35 C4.01 SANITARY SEWER PLAN
<br />36 C5.01 WATER PLAN
<br />37 C5.02 WATER PLAN
<br />38 C5.03 PRIVATE FIRE SUPPLY
<br />39 C5.10 UTILITY PROFILES
<br />40 C5.11 UTILITY PROFILES
<br />41 C6.00 FIRE PLAN SOUTH ENTRANCE MOVEMENTS
<br />42 C6.01 FIRE PLAN NORTH ENTRANCE MOVEMENTS
<br />'.8 PRGPP;E�g ;�;; nnin nnrni rLrn4unr Ts
<br />44-9FC-id-�P 4c Fc 4F�
<br />4g + 14 ds ms- 44
<br />48 �49 R{iso-c^ n�Er
<br />44 �4.4-Pr44443 cG ^�E�rC-rr
<br />4S Pvo
<br />49 �49 Per v d�-rrm
<br />JB t4.4 P�4r4 d� 4
<br />Eri �44 P�4"nn44F G 4rn�
<br />r2 �4.4
<br />g4 r�PE n; d�PP z 6 rnv?as
<br />Jg h44. G 49447P 144o 9C47; c
<br />56 ss PFR orrtc Fao 4P 442 crti
<br />CPH
<br />CONSULTANTS
<br />Site Planning • Civil Engineering
<br />Landscape Architecture , Land Use Consulting
<br />11321-B NE 1201h Street
<br />Klrldand, WA 98034 - (425( 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98801 - (509( 293-Ml
<br />www.cphconsuItants.com
<br />8 2023 CPH ConsWrents, LLC. All Rights Reserved.
<br />
|