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ENG PROJECT ASBUILT - LFLEGAL 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 WATER SERVICES AND ALL OTHER UTILI TIES, 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 UTILITIES, EXCEPT WATER. • 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 WATER. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER, SEWER LAID BELOW WATER. 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 BONS. ELEVA TION A: 329.05 ELEVA TION B. 328. 60 ELEVA TION C. 332.25 ELEVA TION D: 331.95 TOTAL: = 1,321.85 AVERAGE ORIGINAL GRADE (AOG) = 330.46 FINISHED FLOOR = 329.20 ROOF AT RIDGE = 355.12 ALLOWABLE BUILDING HEIGHT = 355.46 PER CITY OF EDMONDS (330.46 + 25 FT) LOT COVERAGE LOT AREA: 6,138 SF ALLOWABLE COVERAGE (3590) 2,148 SF HOUSE, COVERED DECK & GARAGE 2,140 SF PERCENT COVERAGE 34.869 IMPERVIOUS AREAS LOT 2 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2, 474 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRIVEWAY 950 SF TOTAL = 3, 524 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 2 SITE DEVELOPMENT PLANS WALNUT ST (96TH A VE W) IBM 'A" o fSSMH RIM ELEV. = 317.12 �- - - 9+00--SS--- J----S$ T- �- - - - 11400 I -� � -� W----W----W----W—i--}-- I I I I ------ CONCRETE WALK ----—�-N — -i L________________________ CONCRETE WALK I I I II BLOCK 35, C�TY OF EDMOND VOL. 2 OF PLATS PG, 39 W I I 2 3 7 Z I MMILLER CHRISMGROOMS Al TIEN S/ I III I I I I 8 I O I I 1002 WALNUTST I I I IIII ' MCCOY EMILY S I I EDMONDS, WA 98020 I III III I 1018 WALNUT ST I PARCEL NO. I I EDMONDS, WA 98020 I I I 004342OJ500102 I III IIIIPARCEL NO. I I I I 00434203500500 I I I I I I I I I I I _320— TRACT 998 I ACCESS/ I� UTILITY SHOR PLAT CONSITRUCTION1 NOTE 6 I l III I SHORT"RLAT IMPROVEMENTS TO BED CONSTRUCTED AS PART OF THE I I WALNUT, R LATYPLN20200033). EXTENT OF WORK INCLUDES _ _' _ 4__ ALL RpAD' Pk7 CONSTRUCTION WI THIN TRACTS 998 & 999 c� I ALONG I WITH X-MA RON SYSTEMS FOR THE INDIVIDUAL LOTS. I ( ---- p _JI �SS" BUMPUS GREGORY J 961 CEDAR ST I SHORT PLAT IMPROVEMENTS - p i �i ��--------- EDMONDS,PARCEL NO. I THE WALNUCONSTRUCTT SHORT PLA AS PART �F 27OJ2500100700 (PLN20200033)-------- --� III _____I- �( ��� I TRACT 999 I III ,f------326 I I ACCESS/ UTILI TY I I \\ \ 6" PVC 3034 STORM SERVICE @ 1. OJJA, /NI I CONNECTED TO STORM STUB I CB 1 W/PVC TEE II I ii RIM 325.99 LL 4" PVC SEWER ERVICE @ 2.0% MIN III I p 4 /E 324.2ION-S) CONNECTED TO SEWER STUB @ 1E 324.0E \ ` I u I 6 " 1E 323.79 (OU I- W) (SEE COE DETAIL SD-636 ON SHEET GN-01) 1-1 2" WATER SERVIC,'E LINE I �' CONNECTED TO SERVICE LINE ____ N88�k�'19"W� I � n CONC. I �� 4�1�40'�� �' INSTALLED AS PART OF I �,�2 SHORT PLAT I �' LOT 1 —� — } •- --- _ (TRACER WIRE TO BE INFIL TRA TlO TRENCH � INSTALLED WITH WATER LINq CITY OF EDMONDS SP S-11-86 CONSTRUCTED AS PART OF _ NO1'12'41'E AFN 8608010382 --------328------ I I THE WALNUT SHORT PLAT I f I— 10.50' i —O I I (PLN20200033) t I I N88 47'19 "W I CEDAR ST I I i I� III 176Q4 B ' I_ _ _ -------- I I I DRY UTILITIES i III I i --� ,y/N I /E CO II / I O, HARRIS KEWN D & BARBARA V TRUST CONCRETE J 326.Ot WALNUT1010 �i �� EDMONDS, W4 98020 1 , 10' MIN LENGTH FOOTING PARCEL NO. s�, I 4" 3034 0 DRIVEAY I -- SSCO I 1� DRAIN DRYWELL TRENCH 27OJ2500100400 PVC ROOF ------ /E II N I I DRAIN @ T GE 326.0E I I o RECOMMENDA PONS) I i I 1.09 MIN I FF 328.5 2 6,138 SF — — — I N88 47'19 "W HOUSE _ — _ 42.40' 332 LLOYD GERALD L �3.�p_ I z I MAIN FF 3 .20= --'= 960 I CEDAR ST EDMONDS, WA 98020 I I 5' I� I I d: BSBL PARCEL NO. II 5' 27OJ2500101200 I I I 1 I COVERED II TYP II PATIO II 1 FOOTING DRAIN L------------�� I--- �- --� -------- C @ 1.07MIN o II N883646"W 102.40 I cv i ALL BUILDING SETBACK LINES ON FLAG LOT rO BE 5FT (TYP) I STORMWATER CONTROL SUMMARY PROJECT SITE CATEGORY- CATEGORY 2 DISCHARGE LOCATION: — TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 2,664 SF SOIL AMENDMEN IS ROOFS 2, 474 SF INFIL IRA TION HARD SURFACES 1, 000 SF INFIL IRA TION 259 RETROFIT 0 SF N.A. UTILITY NOTES ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. 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 N � I PUCET,'DR TKLST W � F� VI4 EWLANIW _YY r 200TH ST r 262ND ST_SW �J��, S �RAGU j7 n 7` ED OND ST T /� -� I BELL�S�--� - i MgAI ST I I YET �' 11 MAPLE ST_;= gLp, > I � ALN T ST� _ , rn S,TE 3 HEMLOC �WA I—� - 14TH 'PL SWI ISO Nay — o _ !— I — NE 1216TH 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 �- I an I 'aa) 00z:I:z O o _ a v � � m U � U Q � a m W � m � Q a N '0©c PROJECT TEAM O OWNER/APPLICANT 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 (4 CONTACT: KAYLA CLARK NICHOLS CONTACT.- ROB L. LONG, PE SURVEYOR ;t O PACIFIC COAST SURVEYS, INC. PO BOX 13619 1 MILL CREEK, WA 98082 (425) 512-7099 CONTACT. DARREN J. RIDDLE � Q O SITE DATA Z J SITE ADDRESS. 1012 WALNUT ST, EDMONDS, WA 98020 W O TAX PARCEL ID NUMBER: 27032500100500, 00434203500400 O 1 TOTAL SITE AREA: 6,224 SF k 6 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 W SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 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 O SHEET INDEX o WA to CITY OF EDMONDS .d 1 SP-01 SITE DEVELOPMENT PLAN °� SEC6508 2 TP-01 GRADING & TESC PLAN IONAL �1 3 GN-01 GENERAL NOTES & DETAILS Know wheS belo►nrr. Call before you dig. AS -BUILT BLD2021-0070 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY.• CI'IYENGINEERING DIVISION ENGINEER: 8/3D/22 ROB L. LONG, PE DRAWN B Y.- MIKE MORRIS ISSUE DATE: SCALE: 12/31/20 AS NOTED JOB NO: 19-032 SHEET: SP-01 SHT / OF 3