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ENG ASBUILT LOT 1►:] LEGAL DESCRIPTION LOT 4 AND THE EAST 16 FEET OF LOT 5, BLOCK 15, HANBURYS SOUND VIEW TRACTS, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 7 OF PLA TS, PAGE 20, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. S17UA7E /N THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 84TH AVE W., AS THE BEARING OF N 0020 00" E. BENCH MARK ORIGINA TING BENCHMARK FOUND CASED CONC. MON. W/ INVERTED NAIL IN 2-1/2" LP AT THE INTERSECTION OF 84TH AVE. W. AND 238TH ST. S. W. ELEVA T70N : 447.67' TBM CASED CONC. MON. W/BRASS PIN /N 2" CONC. FILLED I.P. DOWN 0.60' 1.55'(S) OF C/L. AT THE INTERSECTION OF 87TH AVE. W. AND 240TH ST. S.W ELEVATION: 41 Z 17' DATUM: NA VD 88 UTILITY SEPARATION REQUIREMENTS WA TER • 18" MINIMUM COVER FOR WATER SERVICES • 3' MINIMUM HORIZONTAL SEPARA 77ON 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. SANI TAR Y SEWER • 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND ALL OTHER U TILITIES, 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 WA 7ER. • 18" MINIMUM VER77CAL SEPARA T7ON BETWEEN WATER AND SEWER; SEWER LAID BELOW WATER. STORM • 2' MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE IRON PIPE IS USED. • 5' MINIMUM HORIZONTAL SEPARA7ION BETWEEN STORM AND ALL OTHER UTILITIES OUTSIDE AGENCYUMITIES • 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE AND CONDUCTORS • 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM. UTILITY NOTE ILL NEW UTIL171ES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO U7ILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,237 SF (ROOF LINE) UNCOVERED PA 710 AND WALK 20 SF UNCOVERED DRIVEWAY 335 SF TOTAL = 2,592 SF (TOTAL ALLOCATED FOR LOT 1 OF SHORT PLAT = 2,900 SF) BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVA71ONS FOR HEIGHT CALCULATIONS.• 410.60 ELEVA 77ON A: ELEVA 7ION B. 413. 42 ELEVA 71ON C. 414.19 ELEVA 710N D: 411.31 = 1, 649.52 412.38 TOTAL: AVERAGE ORIGINAL GRADE (AOG) = = 412.60 FINISHED FLOOR ROOF AT RIDGE = 437.10 ALLOWABLE BUILDING HEIGHT = 437.38 PER CITY OF EDMONDS (412.38+25FT) DATUM REFERENCE POINT (SEE PLAN) CASED CONC. MON. W/BRASS PIN /N 2- CONC. FILLED I.P. DOWN 0.60. 1.55'(S) OF CIL. AT THE INTERSECTION OF 877H AVE. W. AND 240TH ST. S. W ELEVA 770N. 41 Z 17' LOT COVERAGE NET LOT AREA: 9,151 SF ALLOWABLE COVERAGE (35Z) 3,203 SF HOUSE, COVERED PATIO, PORCH & GARAGE 1, 940 SF PERCENT COVERAGE 21.209 STORMWATER CONTROL SUMMARY PROJECT St TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION. CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWA TER FACILI TY LAWN AND LANDSCAPE 6,559 SF SOIL AMENDMENTS ROOFS 2,237 SF DETENTION TANK HARD SURFACE'S' 355 SF DETENTION TANK 25% RETROFIT 0 SF N.A. P INCLUDES UNCOVERED PATIO, WALKWAY & DRIVEWAY ONLY. SWIM, SEC 31, TWP 27N, RGE 4E, W.M. 240TH ST SW SHORT PLAT - LOT 1 Q� m - - -- — — — — — — I 1 I II 1 I I I III I III I � I I I 00463301500300 I I III I I cI ' I 1 II l r I '' II It I 1 I :•''�•- III i -- ' 'f I I ACCEPTABLE TIGHTLINE MATERIAL: " , I SCALE. 1 = 20 SDR 35 I SCH40 % I _ _ — — 1 I :i::• �'/I �' _ — 0 1 1 I �•.... r o 20 40 N-12 F810 IIANCOR j. = = APPROVED BY PLANNING I _ SNO CO C1 MMERON 4 11111il 4 VICINITY MAP PROJECT TEAM APPLICANT ADAMANT HOMES, INC. PO BOX 14790 MILL CREEK, WA 98082 (425) 318- 7687 CONTACT. LOREE QUADS EMAIL: LOREEOADAMANTHOMES.COM CIVIL ENGINEER RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A108 L YNNWOOD, WA 98037 (425) 678-6960 CONTACT- ROB L. LONG, PE EMAIL: ROBLORAMENG/NEERINGINC.COM SURVEYOR PACIFIC COAST SURVEYS INC. P.O. BOX 13619 MILL CREEK, WA 98082 (425) 512- 7099 CONTACT: DARREN J. RIDDLE, PLS EMAIL: DARRENOOCSURVEYS.NET SITE DA TA NOT TO SCALE LANDSCAPE WILLIAM BROWN LANDSCAPE ARCHITECTS INC. 16630 30TH DRIVE S.E. BOTHELL, WA. 98012 (425) 417-4609 CONTACT WILLIAM A. BROWN EMAIL: CORK Y-BOCOMCAST. NET GEOTECHNICAL EARTH SOLUTIONS NW, LLC 1805 136 TH PL NE, SUITE 201 BELLEVUE, WA 98005 PHONE. (425) 284-3300 CONTACT RAY COGLAS, PE EMAIL: RAY. COGLAS§EAR7HSOLU77ONSNW.COY SP635(11- 701 I : • :1'• •' ' } ' - I A CO1VDOM/1V1 UM SITE ADDRESS: 8711 240TH STREET SW, EDMONDS, WA. 98026 AFN 7912120296 I ' - - ( ) {'-::•-:::.:.:.:t -: t / _ I (AFN 9503305003) Nov 19 2021 I •....•�• _ / I ( TAX PARCEL ID NUMBER: 00463301500400 / JI CONTACT OLYMPIC VIEW WATER/SEWER DISTRICT I �I C7" I I FOR SEWER INSPECTIONS i :•�� I DRY UTILI77ES I I � I PERFORATED STUB -OUT SDCO CONNEC770M PER CITY STD 1 :.:{::::.. •.:;. I �' IE 407.0 r j DWG NO. SD-639 ..'•'.:.'•�:' :: �� INSTALL ON I 1 (SEE DETAIL ON SHT GN-Ol) SO STUB 4" PVC ROOF ri I 1 DRAIN ® 1.0.°,;' MIN I i •.-.�.-.:.':':::•-.::•-.: `ill I SHORT PLAT IMPROVEMENTS 24'PRIVi47E I I .. .:-•t...'-.::...': III I - I (� t P CONSTRUCTED AS PART OF INGRESS/EGRESS I:':�'•'.-•-:'.:'gg:'::••.:':•.•:::' �. I �, I 'r:: III ----------------- ------- PLAT (PLN20190052HORT EASEMENT I Ijj I ------- -� 1 I � DRY UTILITIES I SSCO JI lE 405.2 I I I�•..• w 'i. �^ I`_I INSTALL ON AGENCIES/UT1LI TIES JURISDICTION CITY OF EDMONDS STORMWA TER Cl TY OF EDMONDS WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE ZIPL Y FIBER ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE CABLE COMCAST 46' DRAINAGE & JOINT UTILITY EASEMENT (TYP) i -- N89U8 31 "W 146.13 10,963 SF :.a I 9,151 SF (NET) o I I ,W 31.97' _ N m N Y n ' N89 *0745 "W 146.14' rr - A , -- L 240TH ST SW LEGAL DESCRIPTION - LOT 1 LOT 1, CITY OF EDMONDS SHORT SUBDIVISION, PLN2019-0052, AS RECORDED UNDER RECORDING NUMBER-_ _—RECORDS OF SNOHOMISH COUNTY, WASHINGTON, SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON. PROPOSED LOT 1 W1 BSBL COMPLIES WITH APPLICABLE CITY STORMWATER CODE —----- % TRACT : : FOUND CASED CONC. MOH. W/BRASS P/N IN 2" CONC. FILLED I.P. DOWN 0.60 : 1.55'(S) OF C/L. 999 \ \- / ELEV. 41717� 2/14/2021 GRADING QUANTITIES CUT.• ±200 CU YDS FILL: f 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADD177ONAL CUT AND FILL QUAN7777ES P07EN77ALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN ES77MATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. SCALE: 1 " = 30' SHEET INDEX RESUB Nov N 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CITY OF EDMONDS 1 SP-01 SITE DEVELOPMENT PLAN 2 TP-01 GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS Know what's below. Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 2/13/2021 BY. CITY ENGINEERING DIVISION RAM ENGINEERING, INC Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD. WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m :j � o a v W o z z z z U U U C� � a S S o m0© r1' O� of Ka sq O d 0� '�P'38608� 9 W IS'P7✓ �' "'ZIONAL �`� ///5/2/ ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE SCALE.• 8/3/21 AS NOTED JOB NO: 19-015 SHEET: SP-0 1 SH T I OF 3