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A PORTION OF THE SE 114 OF THE SE 114 OF SECTION 17, TOWNSHIP 28 N, RANGE 5 EAST, W.M.
<br />SHEETINDEX
<br />C1.01
<br />COVER SHEET& ADMINISTRATIVE SITE PLAN
<br />C2.01
<br />EXISTING CONDITIONS
<br />C3.01
<br />T.E.S.C. & DEMOLITION PLAN
<br />C4.01
<br />TARGETED ROAD, GRADING & DRAINAGE PLAN
<br />LA
<br />CONCEPTUAL LANDSCAPE PLAN
<br />PEP
<br />— PRELIMINARY SHORT PLAT MAP-----
<br />97TH PL SE
<br />R-7,200
<br />GRAND HAWN ESTATES
<br />AM 20OW9175001
<br />lar nL
<br />R-7,200
<br />MERLOT GARDENS
<br />AM 20G305145G02
<br />LOT 21
<br />TRACT 995
<br />R-9,600 I
<br />MARCHO SUBDIVISION I
<br />AM 1712548
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<br />CALL
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<br />2 BUSINESS DAYS
<br />BEFORE YOU DIG
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<br />FOR UTILITY LOCATE
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<br />A
<br />NORTH
<br />0 10 20 40
<br />6mm%mmm�
<br />SCALE: 1"=20'
<br />FIRE HMRANT
<br />R-9,600
<br />_55_ _ —55—
<br />VALLEYNEWBAPTISTCHURCH_ — —SS— —SS-
<br />-SS— —r —SS — PARCEL 1, B.L.A. NO. 1 W-110
<br />AM 20010220170
<br />RECORD OF SURWY \
<br />AM 8701135003 `
<br />I •, I' -.
<br />' LOT I
<br />NEW SM
<br />7,199 SF
<br />N89°OB'S7RN 150.00'
<br />T EXISTING
<br />LOT 2 2
<br />T 6,899 SF RELOCATED
<br />OEMd1ED eO
<br />GARAGE o ,
<br />15'
<br />NEW SM
<br />LOT 3
<br />6,149 SF
<br />i
<br />LDMR
<br />NORTH 90 FEET OF WI/2 M/2 SWI/4 SE1/4
<br />SOUTH 100 FEET OF NORTH 190 FEET OF M/2 WI/2 SWI/4 SEI/4
<br />P.1
<br />R-9,600
<br />SITE PROJECT INFORMATION
<br />EXISTING USE: LOW -DENSITY RESIDENTIAL
<br />PROPOSED USE: LOW -DENSITY RESIDENTIAL
<br />EXISTING ZONING: R-9,600
<br />PROPOSED ZONING: R-7,200
<br />SEWER PURVEYOR: SILVERLAKE WATER & SEWER DISTRICT
<br />WATER PURVEYOR: SILVERLAKE WATER & SEWER DISTRICT
<br />SCHOOL DISTRICT: EVERETT SCHOOL DISTRICT NO, 2
<br />FIRE DISTRICT: SNOHOMISH COUNTY FIRE DISTRICT #1
<br />POLICE: SNOHOMISH COUNTY SHERIFF'S DEPARTMENT
<br />ELECTRICITY: SNOHOMISH COUNTY P.U.D.
<br />TELEPHONE: VERIZON
<br />NATURAL GAS: PUGET SOUND ENERGY SERVICES
<br />LEGAL DESCRIPTION
<br />P 4 "—
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<br />I . • 11
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<br />VICINITYMAP
<br />THE SOUTH 135 FEET OF THE WEST 180 FEET OF THE SOUTH HALF OF THE
<br />SCALE: 1"=2000'
<br />NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
<br />QUARTER OF SECTION 17, TOWNSHIP 28 NORTH, RANGE S FAST W.M., IN
<br />DEVELOPMENT DATA:
<br />SNOHOMISH COUNTY, WASHINGTON: EXCEPT THE WEST 20 FEET THEREOF
<br />CONVEYED TO THE COUNTY OF SNOHOMISH FOR ROAD BY DEED RECORDED
<br />DEVELOPER / APPLICANT
<br />UNDER RECORDING NUMBER 1666007.
<br />TODD ROSHOLT
<br />15408 35TH DRIVE BE
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />MILLCREEK, WASHINGTON, 98012
<br />CONTACT: TODD ROSHOLT
<br />PH:425330-3009
<br />BASIS OF BEARING
<br />EMAIL: Toddmsholtl0@gmail.wm
<br />BEARINGS SHOWN HEREON ARE WASHINGTON STATE PLANE COORDINATE
<br />ENGINEER/SURVEYOR
<br />SYSTEM, NORTH ZONE, NAD83(2011)[2010.001, VIA GNSS OBSERVATIONS
<br />DAVID EVANS & ASSOCIATES, INC
<br />CORRECTED BY THE WASHINGTON STATE REFERENCE NETWORK (WSRN)
<br />1620 W MARINE VIEW DRIVE
<br />UTILIZING A MULTI -STATION SOLUTION.
<br />SUITE 200
<br />EVERETT, WASHINGTON 98201
<br />THE OBSERVED BEARING OF THE MONUMENTED CENTERLINE OF 31ST AVE
<br />ENGINEER CONTACT: JACK MOLVER, PE
<br />BE WAS HELD, BEING NORTH 01047'1r EAST.
<br />PH: 425405-1504
<br />EMAIL: jnm@deainc.com
<br />SURVEYOR CONTACT: ERIC GLAVES, PLS
<br />VERTICAL DATUM
<br />PH
<br />EMAIL: eNc.glaves@deainc.com
<br />EMAIL: edc.glaves@tleainc.com
<br />VERTICAL DATUM IS GNSS-DERIVED NAVD88, USING GEOID 126.
<br />CESCL
<br />DAVID EVANS & ASSOCIATES, INC
<br />IMPERVIOUS SURFACE SUMMARY
<br />1620 W MARINE VIEW DRIVE
<br />SUITE 200
<br />AREA OF EXISTING IMPERVIOUS SURFACE =4,999 SF (0.115 AC)
<br />EVERETT, WASHINGTON 98201
<br />AREA OF DEVELOPED IMPERVIOUS SURFACE = 12,708 SF (0.292 AC)
<br />CONTACT: APRIL COLEMAN
<br />(INCLUDES NEW IMPERVIOUS IN RIGHT OF WAY)
<br />PH: 425405-1464
<br />EMAIL: apdc@deainc.com
<br />SITE ADDRESS:
<br />SLOPE ANALYSIS
<br />9727 31 STAVE SE
<br />0-15% 0.50 AC
<br />EVERETT, WA 98208
<br />VALLEY NEW BAPTIST CHURCH
<br />PARCEAM 200105220170 o-110
<br />EARTHWORK CALCULATIONS
<br />TAX PARCEL NO:
<br />RECORD OF SURVEY
<br />CUT: 35 CUBIC YARDS
<br />28051700404700
<br />AM 8701135003
<br />FILL: 445 CUBIC YARDS
<br />SITE DATA
<br />NOTE: EARTHWORK QUANTITIES WERE DERIVED UTILIZING
<br />INDUSTRY STANDARD SOFTWARE AND THE COMPOSITE METHOD
<br />TOTAL SITE AREA: 21,730 SF (0.50 AC)
<br />NUMBER OF LOTS PROPOSED: SLOTS
<br />LOT SIZE AVERAGING (SCC 30.23.210)
<br />NUMBER OF LOTS PER ACRE: 6LOTS
<br />AVERAGE LOT SIZE: 6,749 SF
<br />LOT SIZE AVERAGING AREA OF LOTS, PLUS CRITICAL AREAS
<br />SMALLEST LOT SIZE: 6,149 SF
<br />(INCLUDING BUFFERS), PLUS PUBLIC USE AREAS (AREAS
<br />TOTAL OPEN SPACE AREAS: 0 SF
<br />DESIGNATED AS OPEN SPACE OR RECREATIONAL USE), DIVIDED BY
<br />THE TOTAL NUMBER OF LOTS MUST EQUAL OR EXCEED THE
<br />GENERAL NOTES
<br />MINIMUM LOT AREA OF THE ZONE.
<br />1. THERE IS AN EXISTING FIRE HYDRANT
<br />AREA OF LOTS = 20,247 SF (0.46 AC) PLUS:
<br />LOCATED ON EAST SIDE OF 31 ST AVE SE
<br />CRITICAL AREAS = 0 SF (0 AC)
<br />APPROXIMATELY 44 FEET NORTH OF THE
<br />PUBLIC USE AREAS = 0 SF (0 AC)
<br />PROJECTS NW PROPERTY CORNER.
<br />NET LOT AREA= 20,247 SF (CAR AC)
<br />2. EACH LOT HAS A MINIMUM OF 1,000 SF OF
<br />BUILDING AREA SUITABLE FOR CONSTRUCTION
<br />AVERAGE LOT SIZE: 20,247 / 3 = 6,749 SF
<br />LOCATED OUTSIDE ANY REQUIRE SETBACKS,
<br />REQUIRED AVERAGE LOT SIZE = 7,200 - 720 (10%) = 6,480 SF
<br />UNBUILDABLE EASEMENTS, REQUIRED CRITICAL
<br />AREA OR BUFFER.
<br />LOT SIZE REDUCTION PER SCC 30.23.2301E ALLOWED UP TO 10 % AS
<br />RIGHT-OF-WAY IS BEING DEDICATED AS PART OF THIS SHORT PLAT
<br />3. NO DUPLEXES PROPOSED.
<br />MINIMUM NET DENSITY CALCULATION
<br />4. NO CRITICAL AREAS IDENTIFIED ON OR NEAR
<br />r�1
<br />GARAGE i1
<br />I I 19.0'
<br />I I
<br />I I
<br />1
<br />DRIVEWAY I
<br />I I
<br />20.0'3
<br />I I
<br />I I
<br />(SCC 30.23.020)
<br />THE SITE.
<br />NET AREA= GROSS PLAY AREA LESS ROADS, CRITICAL AREAS
<br />SCC 30.26 REQUIREMENTS
<br />(INCLUDING BUFFERS)AND PUBLIC USE AREAS (AREAS
<br />DESIGNATED AS OPEN SPACE OR RECREATIONAL USE).
<br />MIN LOT SIZE: 3,000 SO FT
<br />GROSS PLAT AREA = 20,247 SF(0.465 AC)
<br />LOT COVERAGE: 55%
<br />LESS:
<br />MIN LOT WIDTH: 40'
<br />ROAD AREA = 0 SF
<br />MAX BLDG HEIGHT: 30'
<br />CRITICAL AREA =OSF
<br />SETBACKS:
<br />PUBLIC USE AREA = 0 SF
<br />FRONT: 15', GARAGE 18'
<br />DETENTION AREA = 0 SF
<br />SIDE: 5'
<br />NET AREA = 20,247 SF (0,465 AC)
<br />REAR: 5'
<br />NET DENSITY =3 LOTS 10.465 AC=6.45 LOTS/AC
<br />SCC 30.25 LANDSCAPING
<br />GROSS DENSITY =3 LOTS /0A65 AC=SAS LOTS/AC
<br />REQUIREMENTS
<br />PARKING REQUIREMENTS
<br />(30.26)
<br />AS PER SCC 30.25.015(1) MINIMUM IO PERCENT OF
<br />PARKING STALLS REQUIRED PER SINGLE FAMILY: 2 STALLS/DU
<br />TOTAL GROSS AREA OF SITE REQUIRES LANDSCAPING.
<br />PROPOSED DWELLING UNITS: 2 NEW, 1 EXISTING
<br />TOTAL GROSS AREA = 21,7630 SQUARE FEET (SF) A 10%
<br />PARKING STALLS REQUIRED: 6
<br />=2,173 SF MUST BE LANDSCAPED.
<br />PARKING STALLS PROPOSED: 6
<br />10%REQUIRED LANDSCAPE CALCULATION IS BASED ON
<br />PARKING STALL DIMENSION REQUIREMENTS:
<br />THE FOLLOWING:
<br />19X8.T PARKING CLEARANCE PER STALL
<br />FRONTAGE= 400SF
<br />ON SITE
<br />THE PARKING REQUIREMENTS OF 2 STALLS PER UNIT WILL BE
<br />LANDSCAPE =1,787 SF
<br />ACHIEVED BY PROVIDING AT LEAST 1 DRIVEWAY PARKING
<br />2,187 SF TOTAL LANDSCAPE
<br />SPACE AND 1 GARAGE SPACE FOR EACH UNIT.
<br />AREA PROVIDED
<br />ROSHOLT
<br />SHORT PLAT PFN PSD
<br />INO DAVID EVANS
<br />ANDASSOCIATES INO
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<br />STAMP NOT VAD
<br />UNLESS SIGNED AND DATED
<br />FIRST SUEM TAL DATE: —
<br />SCALE: ROM: 1=29 W_'
<br />PROJECT NO.
<br />TODR0000-0001
<br />SIM NO.
<br />C1.01
<br />OF 6
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