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<br />SURVEY DATA
<br />EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANI METRI C INFORMATION SHOWN ON THIS
<br />PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT
<br />FIELD SURVEY DATA AND MAPPING PREPARED BY PACIFIC COAST SURVEYS, INC.
<br />(PACIFIC COAST JOB# 212262TOP.DWG), AS PROVIDED BY THE PROJECT OWNER, AND
<br />DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS
<br />PROVIDED WITH THE TOPOGRAPHIC MAP BY PACIFIC COAST SURVEYS, INC.:
<br />LEGAL DESCRIPTION
<br />PARCEL A:
<br />LOT 9, PLAT OF INTERCITY GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF
<br />RECORDED IN VOLUME 13 OF PLATS, PAGE 43, RECORDS OF SNOHOMISH COUNTY,
<br />WASHINGTON.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASINGTON.
<br />PARCEL B:
<br />LOTS 10 AND 11, PLAT OF INTERCITY GARDEN TRACTS, ACCORDING TO THE PLAT
<br />THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 43, RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON; EXCEPT THE SOUTH 62 FEET OF LOT 11 THEREOF. SITUATE IN
<br />THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />PARCEL C:
<br />THE SOUTH 62 FEET OF LOT 11, PLAT OF INTERCITY GARDEN TRACTS, ACCORDING TO
<br />THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 43, RECORDS OF
<br />SNOHOMISH COUNTY, WASHINGTON.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />VERTICAL DATUM
<br />NA VD 88
<br />FOUND CASED CONC. MON. W/2" BRASS DISK & PUNCHED AT THE INTERSECTION OF
<br />THE S. PROPERTY LINE AND THE CENTERLINE, 18TH AVE. W. ELEV. = 556.90' PER
<br />GPS OBSERVATIONS.
<br />EQUIPMENT & PROCEDURES
<br />METHOD OF SURVEY.- SURVEY PERFORMED BY FIELD TRAVERSE
<br />INSTRUMENTATION: LEI CA TS16 ROBOTIC ELECTRONIC TOTAL STATION
<br />PRECISION: MEETS OR EXCEEDS STATE STANDARDS WAC 332-130- 090
<br />BASIS OF BEARING: THE MONUMENTED CENTERLINE OF 100TH ST. S.W. AS THE
<br />BEARING OF N 87'5235" W. (NAD 83/91)
<br />SURVEY REFERENCES
<br />(R1) PLAT OF INTERCITY GARDEN TRACTS - VOL. 13, PG. 43
<br />(R2) RECORD OF SURVEY - A.F.11200810275200
<br />(R3) RECORD OF SURVEY - A.F. #200605165002
<br />NOTES
<br />1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE
<br />NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD
<br />PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR OF
<br />RECORD.
<br />2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS;
<br />OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
<br />IMPLIED.
<br />PROJECT TEAM
<br />APPLICANT
<br />CIVIL ENGINEER
<br />PACIFIC RIDGE - DRH, LLC
<br />CPH CONSULTANTS
<br />CONTACT: JOHN MIRANTE
<br />CONTACT: DARTON RIELY-GIBBONS, PE
<br />17921 BOTHELL-EVERETT HWY 1100
<br />11321-B NE 120TH STREET
<br />BOTHELL, WA 98012
<br />KIRKLAND, WA 98034
<br />PHONE: (425) 939-1186
<br />PHONE: (425) 285-2390
<br />EMAIL: JVMIRAN TE@PA CIFICRIDGEHOMES. COM
<br />EMAIL: DARTON@CPHCONSULTANTS.COM
<br />SURVEYOR
<br />LANDSCAPE ARCHITECT
<br />PACIFIC COAST SURVEYS, INC.
<br />CPH CONSULTANTS
<br />CONTACT: DARREN J. RIDDLE, PLS
<br />CONTACT: DAVE ANDREWS, RLA
<br />P. 0. BOX 13619
<br />11321-B NE 120TH STREET
<br />MILL CREEK, WA 98082
<br />KIRKLAND, WA 98034
<br />PHONE: (425) 512- 7099
<br />PHONE: (425) 285-2390
<br />FAX: (425) 357-3577
<br />EMAIL: DAVE@CPHCONSULTANTS.COM
<br />BIOLOGIST
<br />GEOTECHNICAL ENGINEER
<br />SOUNDVIEW CONSULTANTS, I.I.C.
<br />EARTH SOLUTIONS NW, LLC.
<br />CONTACT: MATT DECARO
<br />CONTACT: HENRYT. WRIGHT, PE
<br />2907 HARBORVIEW DR., SUITE D
<br />15365 NE 90TH STREET
<br />GIG HARBOR, WA 98335
<br />REDMOND, WA 98052
<br />PHONE: (253) 514-8952 EXT. 025
<br />PHONE: (425) 449-4704
<br />FAX (253) 514-8954
<br />CELL: (206) 793-4193
<br />EMAIL: HENR Y@ESN W. COM
<br />TRAFFIC ENGINEER
<br />KIMLEY HORN
<br />CONTACT: BRAD LINCOLN, PE
<br />22722 29TH DRIVE SE, SUITE 100
<br />BOTHELL, WA 98021
<br />PHONE: (425) 708-8275
<br />PHONE: (206) 206-4774
<br />MOBILE: (425) 205-9145
<br />EMAIL: BRAD. LINCOLN@I<IMLEY--HORN. COM
<br />APPROXIMATE EARTHWORK QUANTITIES.
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<br />PTN. OF W 1/2, SE 1/4 OF SEC 14, TWP 28 Ny R4E W.M.
<br />HARRISON POINTE
<br />SNOHOMISH COUNTY, WASHINGTON
<br />PUBLIC WORKS PERMIT - PW2211-021
<br />JUNE 1219 2023
<br />RECORD DRAWINGS
<br />OCTOBER 20., 2023
<br />L�C) o �
<br />PROPERTY BOUNDARY (TYP.) C) o o C-)1010 0200 U' o
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<br />N 87'52 35 W 636.30'
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<br />1 4 1 1 3 1 2 I 0 94700 0
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<br />II 11
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<br />--- I
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<br />TRACT 998------- - I
<br />I (ACCESS &� I TY TRA�`T} I o94700 00200
<br />/ 12, 377 SF I s'
<br />`r l,. ._ I 094700 00
<br />I
<br />. . . . . . . . .
<br />I 1
<br />6 7 ►18 I19
<br />00480600101000 110 WETLAND TRACT 999 -
<br />BUFFER ; (RESIDENTIAL)
<br />0
<br />�- TRACT 996 I ,.
<br />�- 1 Q -
<br />34,985 SF
<br />CRITICAL AREA TRACT O
<br />j 156,227 SF I �� I 141 131 1 12 ►
<br />WETLAND A
<br />CATEGORY i1
<br />s.
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<br />00480600101100 \ �\ \ I I (REBID NTIAL
<br />/max 1 3 0 SF
<br />- - - - - - - - - - - - - - - - - - - - ---+---- --------------------
<br />N _x_x_xJ 8%5235 -------------v--
<br />JI'
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<br />----------
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<br />3
<br />00480600101200ck
<br />I
<br />SITE PLAN
<br />PROJECT INFORMATION
<br />GENERAL
<br />PARCEL NO:
<br />00480600100900, 00480600101000, 00480600101100
<br />SITE ADDRESS:
<br />9500 18TH AVENUE
<br />WEST
<br />EVERETT, WA
<br />EXISTING ZONING:
<br />UR3
<br />PROPOSED ZONING:
<br />UR3
<br />COMPREHENSIVE PLAN:
<br />MF
<br />JURISDICTION:
<br />CITY OF EVERETT
<br />SITE DEVELOPMENT
<br />TOTAL SITE AREA
<br />5.43 AC
<br />(236, 645 SF)
<br />ROW DEDICATION
<br />0 AC (0
<br />SF)
<br />GROSS SITE AREA
<br />00480600100900
<br />1.81 AC
<br />(78,891 SF)
<br />00480600101000
<br />2.72 AC
<br />(118, 316 SF)
<br />00480600101100
<br />0.91 A C
<br />(39,438 SF)
<br />CRITICAL AREA
<br />3.63 AC
<br />(158,101 SF)
<br />NET DEVELOPABLE AREA
<br />1.80 AC
<br />(78,544 SF)
<br />THE FOLLOWING EARTHWORK QUANTITIES ARE APPROXIMATE
<br />DENSITYAND LOT COVERAGE
<br />BASED ON PRELIMINARY FINISHED DESIGN GRADES AND ARE
<br />PROVIDED TO ILLUSTRATE THE GENERAL EARTHWORK EFFORTS
<br />ALLOWABLE BASE DENSITY
<br />N/A
<br />FOR THE PROJECT INCLUDING VOLUMES FOR PAVEMENT
<br />ALLOWABLE BASE UNIT YIELD
<br />N/A
<br />SECTIONS:
<br />DENSITY BONUS
<br />N/A
<br />CUT. 2,517 CY
<br />MINIMUM DENSITY REQ.
<br />2 DU (EMC19.06.100 TABLE 6-6)
<br />FILL: 9,865 CY
<br />NET (FILL): 7,348 CY (FILL)
<br />MINIMUM DENSITY YIELD
<br />N/A
<br />MINIMUM LOT SIZE
<br />5,000 SF (N/A
<br />IN UNIT LOT SUBDIVISION)
<br />EXCAVATED NATIVE SOILS ARE EXPECTED TO BE SUITABLE
<br />MINIMUM LOT WIDTH (FRONTAGE)
<br />40 LF (N/A IN
<br />UNIT LOT SUBDIVISION)
<br />AND THE PRIMARY SOURCE OF FILL MATERIAL. ANY IMPORT
<br />FILL MATERIALS WILL BE PROVIDED FROM APPROVED
<br />MINIMUM LOT DEPTH
<br />80 LF (N/A IN
<br />UNIT LOT SUBDIVISION)
<br />COMMERCIAL SOURCES. NATIVE ONSITE SOILS ARE PRIMARILY
<br />MAX. LOT COVERAGE
<br />N/A
<br />i TILL SOILS SUITABLE FOR USE AS STRUCTURAL FILLS PER THE
<br />PROPOSED LOT COVERAGE
<br />N/A
<br />RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER.
<br />Know what's below.
<br />Call before you dig.
<br />SETBACKS
<br />FRONT (STREETS)
<br />20'
<br />SIDE (INTERIOR)
<br />5'
<br />SIDE (STREET)
<br />10'
<br />REAR
<br />20'
<br />SETBACK TO COVERED PARKING
<br />20'
<br />ALLOWABLE BLDG. HT.
<br />50'
<br />PARKING - EMC 19-34.020
<br />REQUIRED PARKING (2/UNIT): 40
<br />PROPOSED PARKING: 40
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<br />PLAN
<br />IN FEET
<br />OUTDOOR AREA (EMC 19.09.05032)
<br />REQUIRED RECREATION SPACE: 2+ DBRM 100 SF/DU CAN BE
<br />PRIVATE OVER 50 UNITS, 25Z
<br />COMMON
<br />REQUIRED 100 SF PER UNIT- 100 SF x 19 UNITS = 1,900 SF
<br />PROVIDED: 1, 900 SF
<br />LANDSCAPING (EMC 19.35.060)
<br />REQUIRED LANDSCAPE AREA: 5' TYPE IV PERIMETER BUFFER (PARENT LOT)
<br />10' TYPE IV AT FRONTAGE
<br />LANDSCAPE AREA REQUIRED (10% OF 6SA) X x 0.1=X SF -
<br />LANDSCAPE AREA PROVIDED: OPEN SPACE TRACTS - X SF
<br />REQUIRED TREE CANOPY. X SF x 0.3 = X SF
<br />CANOPY PROVIDED: X SF (X9' EVERGREENS)
<br />UTILITY PURVEYORS
<br />WA TER
<br />SANITARY SEWER
<br />STORM DRAINAGE
<br />CITY OF EVERETT
<br />CITY OF EVERETT
<br />PRI VA TE
<br />1=M Ii1■■rii■,Ifllll I1i
<br />VICINITY MAP6
<br />SCALE: 1'=1500'
<br />DRAWING INDEX
<br />SHEET
<br />DWG
<br />DESCRIPTION
<br />1
<br />CO.00
<br />COVER
<br />2
<br />CO.01
<br />LEGEND, ABBREVIATIONS, AND GENERAL NOTES
<br />3
<br />CO.20
<br />EXISTING CONDITIONS
<br />4
<br />C1.00
<br />TESC PLAN
<br />5
<br />C1.100
<br />TESC DETAILS
<br />6
<br />C1.101
<br />TESC DETAILS
<br />7
<br />C2.00
<br />HORIZONTAL CONTROL PLAN
<br />8
<br />C2.01
<br />SITE PLAN
<br />9
<br />C2.100
<br />TYPICAL ROAD SECTIONS AND DRIVEWAY ENTRANCE DETAILS
<br />10
<br />C2.101
<br />SITE LAYOUT DETAILS
<br />11
<br />C3.00
<br />OVERALL GRADING PLAN
<br />12
<br />C3.01
<br />OVERALL STORMWA7ER PLAN
<br />13
<br />C3.02
<br />ROAD AND STORM PLAN AND PROFILE - ROAD A
<br />14
<br />C3.03
<br />ROAD AND STORM PLAN AND PROFILE - ROAD A
<br />15
<br />C3.04
<br />ROAD AND STORM PLAN AND PROFILE - ROAD A
<br />16
<br />C3.05
<br />ROAD AND STORM PLAN AND PROFILE - 187H AVENUE W
<br />17
<br />C3.20
<br />VAULT DETAILS
<br />18
<br />C3.100
<br />WATER QUALITY DETAILS
<br />19
<br />C3.101
<br />GRADING AND DRAINAGE DETAILS
<br />20
<br />C4.00
<br />OVERALL U71LI TY PLAN
<br />21
<br />C4.01
<br />UTILITY PLAN AND PROFILE - ROAD A
<br />22
<br />C4.02
<br />U71LI TY PLAN AND PROFILE - ROAD A
<br />23
<br />C4.03
<br />UTILITY PLAN AND PROFILE - ROAD A
<br />24
<br />L 1.00
<br />LANDSCAPE PLAN
<br />25
<br />L1.100
<br />LANDSCAPE DETAILS
<br />26
<br />L2.00
<br />IRRI GA TION PLAN
<br />27
<br />L2.10
<br />IRRIGATION DETAILS
<br />28
<br />L3.00
<br />LANDSCAPE SPECIFICATION
<br />29
<br />L3.01
<br />LANDSCAPE SPECIFICATION
<br />30
<br />L3.10
<br />IRRI GA 71ON SPECIFICATION
<br />31
<br />S1
<br />STRUCTURAL NOTES TYP DETAILS
<br />32
<br />S2
<br />VAULT LID & FOUNDATION PLANS
<br />33
<br />S3
<br />WALL SECTIONS & DETAILS
<br />34
<br />S4
<br />BRACED FRAME ELEVATION GRATING PLAN & DETAILS
<br />35
<br />W1
<br />LOCK + LOAD WALL DESIGNS AND NOTES
<br />36
<br />W2
<br />ROCKERY DESIGNS AND NOTES
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 10/27/2023
<br />Permit Inspector
<br />RULY`�/
<br />O� WAS
<br />o.G54944
<br />�r'A
<br />y
<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 />CONSULTANTS
<br />Site Planning ■ Civil Engineering
<br />Landscape Architecture ■ Land Use Consulting
<br />11321-13 NE 120th Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98801 • (509) 293-7731
<br />www.cphconsuItants.com
<br />Copyright © 2023 CPH Consultants, LLC. All Rights Reserved.
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