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BLD2022-1488_Site_Plan_10.28.2022_2.19.56_PM_3191926LEGAL DESCRIPTION PARCEL A: ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION 680 FEET EAST OF THE NORTHWEST CORNER THEREOF,• THENCE SOUTH 180 FEET, THENCE EAST 170 FEET, THENCE NORTH 180 FEET, THENCE WEST 170 FEET TO THE POINT OF BEGINNING; EXCEPT A TRACT DESCRIBED AS BEGINNING AT A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED TRACT 18.64 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT - THENCE EAST ALONG THE SAID NORTH LINE FOR 78 FEET - THENCE SOUTHWESTERLY THROUGH AN ARC HAVING A CENTRAL ANGLE OF 117'42'08" AND A RADIUS OF 45.57 FEET, A DISTANCE OF 93.61 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PARCEL B.- LOT 4 AND THAT PORTION OF LOT 1, DESCRIBED AS BEGINNING AT THE SOUTHWEST CORNER OF LOT 1; THENCE EAST ALONG THE SOUTH LINE FOR 12 FEET,• THENCE ANGLE 12655' FOR 20 FEET TO A POINT OF THE WEST LINE OF LOT 1, 16 FEET NORTH OF THE SOUTHWEST CORNER THEREOF,• THENCE SOUTH 16 FEET TO THE POINT OF BEGINNING,• BEING IN BLOCK 35, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERT/CAL DATUM NA VD 88 BENCHMARK FOUND CASED CONC. MON. W/2" BRASS DISK & 'X" 3.33'(E) OF THE SOUTH MON. ON 9 TH A VE. W. ELEV.=281.27' TBM ' A " SSMH RIM IN WALNUT STREET (SEE PLAN FOR LOCATION) ELEV. = 317.12 BASIS OF BEARING THE MONUMENTED NORTH SECTION LINE OF SEC. 25, T27N. R3E., AS THE BEARING OF N 883646" W. UTILITY SEPARATION REQUIREMENTS WA TER • 18" MINIMUM COVER FOR WATER SERVICES. • 3' MINIMUM HORIZONTAL SEPARATION BETWEEN WA TER SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. • 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER • 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND ALL OTHER U71LI TIES, EXCEPT WA TER. • 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN SANITARY SEWER AND ALL OTHER UTILITIES, EXCEPT WA TER. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WA TER AND SEWER, SEWER LAID BELOW WA TER. STORM • 2' MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE IRON PIPE IS USED. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL OTHER UTILITIES. OUTSIDE AGENCYUTLI77ES • 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE AND CONDUCTORS. • 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM. BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVA TIONS FOR HEIGHT CALCULA RONS. ELEVA TION A: 324.51 ELEVA TION B. 326. 73 ELEVA TION C. 328. 78 ELEVA TION D: 327.24 TOTAL: = 1,307.26 AVERAGE ORIGINAL GRADE (AOG) = 326.81 FINISHED FLOOR = 32Z 00 ROOF AT RIDGE = 351.25 ALLOWABLE BUILDING HEIGHT = 351.81 PER CITY OF EDMONDS (326.81 + 25 FT) LOT COVERAGE LOT AREA: 6,210 SF ALLOWABLE COVERAGE (359.) 2,173 SF HOUSE, COVERED DECK & GARAGE 2,108 SF PERCENT COVERAGE 33.957 IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W, PA 710, PORCH, WALK 2,417 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRIVEWAY 800 SF TOTAL = 3,267 SF SW 1/4, SE 1/4, SEC.24, & NW 1/4, NE 1/4, SEC.25, T.27N., R.3E., W.M. WALNUT SHORT PLAT - LOT 1 SITE DEVELOPMENT PLANS I T- ., _ 11+Q 0 - I I� i - - I %At 1. .+..+ -+ ... *.* .... *.*...+.* .... *.* ... *.*. . ..+.+. . -+ -+ 1. 771--.+................- Y I LLUYU ULKALU L I 960 CEDAR ST EDMONDS, WA 98020 PARCEL NO. 27OJ2500101200 __ I i I IRIDGEWAY NICHOLAS M & DEBORAH 0 NISSEN RAYMOND C I 1003 SPRUCE ST I 1009 SPRUCE ST STORMWA TER CONTROL SUMMARY PROJECT SITE CA 7EGORY.• CA 7EGORY 2 DISCHARGE LOCATION: N/A TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 2, 943 SF SOIL AMENDMENTS ROOFS 2,417 SF INFIL IRA TION HARD SURFACES 850 SF INFIL IRA TION 257 RETROFIT 0 SF N.A. UTILITY NOTES ALL NEW U77LI77ES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCT/ON NOTE 4PPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR -RONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS HAT IS CAUSED OR OCCURS DURING 7HE PERMITTED PROJECT. HUDSON RURIKO 0 1015 SPRUCE ST GRADING QUANTITIES CUT.• t 150 CU YDS FILL: t 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. 192ND S(T�SW- \—l�� PUGET,'DR TKLST W i VIEWLAN1 -- r - ��� ZDorH ST I I W� 262N0 ST S � �JrC S RAGU j7 ST 6ELOA/DST / MA1ST T MAl - �- �TOn E�J--�r �� T�MAPLE ST, Q Q WALN T ST o rn T- SITE z HEMLOC � WA � - 14TH 'P W I W �0 �;- — 1216TH ST S2 1_ VICINITY MAP SCALE. • 1" = 2000' N SCALE. 1 " = 20' 0 10 20 40 RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM �-- ml� �I� o a v W W m cc U � O J o z Q. Q. o~ m � m W 0 o Lu �n o � Q Q N N 10©c PROJECT TEAM OWNER I APPL/CANT CIVIL ENGINEER SELECT HOMES RAM ENGINEERING INC. Z 16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WASHINGTON 98037 LYNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 X EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL@RAMENGINEERINGINC.COM r4 CONTACT.- KAYLA CLARK NICHOLS CONTACT.- ROB L. LONG, PE SURVEYOR O PACIFIC COAST SURVEYS, INC. PO BOX 13619 1 MILL CREEK, WA 98082 (425) 512-7099 CONTACT. DARREN J. RIDDLE SITE DATA Z J SITE ADDRESS. 1012 WALNUT ST, EDMONDS, WA 98020 W TAX PARCEL ID NUMBER: 27032500100500, 00434203500400 0 1 TOTAL SITE AREA: 6,210 SF EXISTING ZONING: RS-6 O N PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL O ON W O AGENCIES/UTILITIES W y m JURISDICTION CITY OF EDMONDS O WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 W Q FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE ZIPL Y ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 O GAS PSE CABLE COMCAST GARBAGE REPUBLIC SERVICE Q W 0 SHEET INDEX �� L CITY OF EDMONDS � of wAsh,lo� tip' ao 1 SP-01 SITE DEVELOPMENT PLAN - 2 TP-01 GRADING & TESC PLAN 36508 TEg�'�'� 3 GN-01 GENERAL NOTES & DETAILS �` IO SIST . �1 Know what's below. Call before you dig. AS -BUILT BLD2021-0644 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY.• CITY ENGINEERING DIVISION /O/28/22 ENGINEER: ROB L. LONG, PE DRAWN B Y.- MIKE MORRIS ISSUE DATE.- SCALE.• 517121 AS N07ED JOB NO. 19-032 SHEET.- SP-01 SHT / OF 3