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ENG PROJECT ASBUILT - LFLEGAL DESCRIPTION THE EAST HALF OF THE SOUTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, (SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER KNOWN AS GOVERNMENT LOT 2), OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON; EXCEPT COUNTY ROAD, ALSO EXCEPT THE NORTH 80 FEET THEREOF - ALSO EXCEPT THE SOUTH 10 FEET CONVEYED TO THE CITY OF EDMONDS UNDER AUDITORS FILE NUMBER 200501280525. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 220TH ST. S. W., AS THE BEARING OF N 89'28'09" W. BENCH MARK SNO. FOUND CONCRETE MON IN CASE WITH 2 1/2" BRASS DISC W/PUNCH. (SNO CO DB ID: 18489) ELEVA TION: 411.22' TBM 1 TOP OF MONUMENT LOCATED APPROX 30 FEET SOUTH OF THE SOUTHEAST CORNER OF PROPERTY. (SEE PLAN) ELEVA TION. 437.17 DA TUM : NA VD 88 BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS.• ELEVA TION A: 436.45 ELEVA TION B. 436.19 ELEVA TION C. 436.40 ELEVA TION D. 437. 31 TO TA L: = 1, 746.35 AVERAGE ORIGINAL GRADE (AOG) = 436.59 FINISHED FLOOR = 436.20 ROOF AT RIDGE = 461.20 ALLOWABLE BUILDING HEIGHT = 461.59 PER CITY OF EDMONDS (436.59 + 25 FT) LOT COVERAGE LOT AREA (NET): 8,861 SF ALLOWABLE COVERAGE (359') 3,101 SF HOUSE, COVERED DECK & GARAGE 2,198 SF PERCENT COVERAGE 24. 8% IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,501 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRIVEWAY 650 SF TOTAL = 3,201 SF NW 114, SEC 30, TWP 27N, RGE 4E, W.M. 220TH ST SW SHORT PLAT -LOT 1 27043000201500 27043000201200 CIVIL ENGINEERING PLANS x�X — — — — — — FI \ ; I X'� I I I 11 I (/ I � \ ► I X OI — — — — — W 15 1 _ _ _ _ _ _ _ _ _ _ _ _ - - - ftft -- - _ - --� 1-1 I �► I ♦ �\ I, I I ---------------- \----�� \`\ `� \ I IF I WCONNECTEI III I /E 432.5E D TO TORM B �\ I I I I \ I III I I 4" PVC 3034 STORM rtKr vrrH ltu 1 uts-vu 1 I DRAIN © 1.09 -J MIN _ — — I CONNECTION PER CITY STD I i i Ilk 11 111 I I WOOD FENCE-1 I II DWG NO. SD-639 I TYP (SEE DETAIL ON SHT GN-01) _� N8928'11"W 132.90' / II lE 433.0E l i I I III j 4" 4" PVC 3034 PVC 3034 ROOF DRAIN @ FOOTING DRAIN @ / 30' DRAINAGE & JOINT i I ' 1.07 MIN 1.09 MIN UTILITY EASEMENT (TYP) I 16' I III ------ ---- ------ I ! I I ) Q) 2 PLAT OF MANOR COURT VOL. 21, PG, 56 --_- - I I DCO lE 433.5E (PLAN 3112 GR) W I I I 20' PRIVATE I I I HOUSE p i t \I I 10' MIN LENGTH FOOTING ACCESS I I 433.0 FF 436.20 v II ? EASEMENT I I I II ' II I (PERDRAINGEOTECHL TRENCH to III 4 " PVC 30VI I I �� , o �� I RECOMMENOA TIONS) I I°p I SEWER SERVICE 7 II I ��I I W A E 5.39_ III @ 2.09 MIN 10,664 SF 27043000201600 I ^� �, kkA,/15.1611 I GARAGE 8,861 SF (NET) ' • FF 435.70CRETE 1 CONNECTED TO I i I II 27043000203200 SHORT PLAT IMPROVEMENTS o I I QRII/EWAY SEWER STUB 11 CONSTRUCTED AS PART OF 2 I �� 9•39 ' ; /E' 431.Of I I i II THE 220TH ST SW SHORT 1 T i g / �+_ PLAT (PLN20200009) CONC BLOCK i II ELECTRICAL -- WALL TYP PANEL ` - --- - to I /-- `\ m ---__ WOOD FENCE N I ' I �`� TYP) --------------- J----I - q!V - � t - � � N89 28'09 "W 132.91 ' _ --- --� 1. k7 o; - --- - `_____ __ �j-V -SERVICE IN -WALL A`S-- ----------- _ o� _ ===FAR-T OF SHORT PLA - — —56 — " — -- ----_�i5 Q)L __�____ 10 PRIVATE 1-1;2 ( 0 PS/SERVIZ`F� -- Q) i r-� r-------- FROM WA TER METER TO HOUSE EASEMENTDRAINAGE (TRACER WIRE INSTALLED WITH--W----W--—W----W- -W----W---- WA N 89'28'09" W 930.46' (BASIS OF BEARING) — _ \— — I - — — — — IN _—W----W--—W----W — — � — N 89°28'09" W 132.92' o �- z—ss--- _ _ 220TH ST SW s -- �—ss--� - ---SD —SD-- ;D 1------------------- FOUND CASED CONC. MON. W/2" BRASS DISK & 'Y' \\�`'_______t --438- S'S DOWN 0.4'. VISITED 10-6-19. �I TBM 1 FOUND CASED CONC. MON. N W/TACK IN LEAD. DOWN 1.2'. N VISITED 10-6-19. TOP MON ELEV = 43717 UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. 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* STORMWATER FACILITY LA WN AND LANDSCAPE 5,660 SF SOIL AMENDMENTS ROOFS 2,501 SF DETENTION TANK HARD SURFACES 700 SF DETENTION TANK 259 RETROFIT 0 SF N.A. *BASED ON NET LOT AREA & EXCLUDE IMPERVIOUS AREA FROM PRI VA TE ROAD. GRADING QUANTITIES CUT. f 150 CU YDS FILL: f 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. 7A ST _ - i ST �fTE� I —� z16 Sr_A - U I 9\< ¢r I . -� - 01 99 t+ I I I 2281F! ST SYV� 7T-vi HOLL y L�DMAPLE LNI I „ANA,A,F-3s� VICINITY MAP SCALE. 1' = 2, 000' N SCALE 1" = 20' 0 10 20 40 RAMI ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m � co 0 � y � ct o v W O o Z O 0 U h m co N PROJECT TEAM OWNER/APPLICANT CIVIL ENGINEER 0 SELECT HOMES RAM ENGINEERING, INC. 16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL@RAMENGINEERINGINC.COM CONTACT.• KAYLA CLARK CONTACT.- ROB L. LONG, PE SURVEYOR O V� PACIFIC COAST SURVEYS, INC. J Q PO BOX 13619 MILL CREEK, WA 98082 Z CONTACT.- CT.- DA 99 CONTACT.• DARREN J. RIDDLE, PLS SITE DATA Q SITE ADDRESS.- 8803 220TH ST SW EDMONDS, WA 98026 TAX PARCEL ID NUMBER: 2704300201100 W I� TOTAL SITE AREA: 10,664 SF (0.24 AC) O EXISTING ZONING. RS-8 O PROPOSED ZONING: NO CHANGE O N O AGENCIES/UTILITIES Q JURISDICTION CITY OF EDMONDS W 44 04 STORM DISTRICT CITY OF EDMONDS , m WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT W y SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 O FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS W Q ELECTRICAL SNOHOMISH COUNTY PUD NO. I GAS PSE GARBAGE REPUBLIC SERVICE O W N � N � SHEET INDEX CITY OF EDMONDS 1 SP-01 SITE DEVELOPMENT PLAN 2 TP-01 GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS Know whaes below. Call b0ore you dig. AS -BUILT BLD20201177 APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION �go wAs4 l� d a6508 w h'ECISTER�9 \` IOIVAT . 19110121 ENGINEER: ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DATE.- SCALE.• 10129120 AS NOTED JOB ND: 19-026 SHEET.• SP-01 SHT / OF 3