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AS BUILT - LOT 1LEGAL DESCRIPTION THE WEST 100 FEET OF THE EAST 1035 FEET OF THE SOUTH 217 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W. M., IN SNOHOMISH COUNTY, WASHINGTON, SI TUA TE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON. BASIS OF BEARINGS THE CENTERLINE OF 203RD STREET S. W. AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR LUCY HUYER, RECORDED UNDER AUDITORS FILE NO. 200702085001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON BENCH MARK MAG NAIL SET FLUSH WITH ASPHALT SURFACE, f0.2' SOUTH OF EDGE OF PAVEMENT, AS SHOWN HEREON ELEVATION : 100.00 DATUM : ASSUMED SEWER/WATER SERVICE CROSSING NOTE WATER SERVICES MUST BE SEPARATED FROM SIDE SEWERS A MINIMUM OF TEN FEET HORIZON TALL Y AND 18" VER77CALL Y. WHEN IT IS NECESSARY TO CROSS A SIDE SEWER OVER A WATER LINE, PROVIDE A TWENTY FOOT LONG SLEEVE AROUND THE SEWER SERVICE, CENTERING THE SLEEVE ON THE SIDE SEWER. LOT COVERAGE LOT AREA: 9,095 SF ALLOWABLE COVERAGE (3590) 3,183 SF HOUSE, COVERED DECK & GARAGE 2, 316 SF PERCENT COVERAGE 25.5% BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATONS. • ELEVA TION A: 100.30 ELEVA 77ON B. 110.09 ELEVA 77ON C. 99.52 ELEVA 77ON D: 100.79 TOTAL: = 400.70 AVERAGE ORIGINAL GRADE (AOG) = 100.17 TOP OF GARAGE SLAB = 100.80 ROOF A T RIDGE = 124.80 ALLOWABLE BUILDING HEIGHT = 125.17 PER CITY OF EDMONDS (100.17 + 25 FT) STORMWA TER CONTROL SUMMARY PROJECT SI TE CA 7EGOR Y CA 7EGOR Y 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORM WATER FACILI TY LAWN AND LANDSCAPE 5,495 SF SOIL AMENDMENTS ROOFS 2,670 SF PERFORATED STUB OUTS HARD SURFACES 930 SF DE7EN77ON PIPE 259. RE7ROFI T NONE NONE UTILITY NOTE ALL NEW U77LI77ES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE 4PPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO U77LI77ES OR FRONTAGE MPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THAT IS CAUSED )R OCCURS DURING 7HE PERMITTED PROJECT. NE 114, SEC 19, TWP 27N, RGE 4E, W.M. 203RD ST SW SHORT PLAT= LOT 1 SITE DEVELOPMENT PLANS 203RD ST SW I?II 1E 94.0E I -- 4" PVC FOOTING I O 100.10E I II -_. I ` ::.. .: :: I L DRAIN @ 1.07' MIN FG ICI i 98.5E PORCH I) 98.5E I I t o LOT 1 ill ; , FIG 4" PVC SEWER I I o 'I SERVICE @ 2.07 MINI T//- II GAIN GE d SHORT PLAT IMPROVEMENTS II C0�`1 CRET tq - .,':r R�I�EWA�Y� F 1 m0.80 PROPOSED HOUSE o I I N CONSTRUCTED AS PART OF "JI-I MAIN FF 101.gL p o THE 203RD ST SW SHORT PLAT (PLN20180035) I �:'.':.�:�.Ii.:,100. �- - J I I 100.13E it p I III I - 7 FGIT- I _ �i 4�1I I I D DRY UTILITIES UNPLATTED I � c� III 10' JOINT UTILITYU)�-BSBL (TYP) o EASEMENT o SHORT PLAT S-99-167 A.F. NO. 200007055001 -- --- o----------- Lcn I II IL li �x 2 LOT 2 I I x i �x JACKSON PARK NO. 2 8 I (VOL 17, PG 70) 9 IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W PATIO, PORCH & WALK 2, 670 SF (ROOF LINE) UNCOVERED PATIO AND WALK 380 SF UNCOVERED DRIVEWAY 550 SF LOT 2 TOTAL = 3, 600 SF 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. MAP�EWOOD GROVE 3 (VOt 19, PG 110) \ 8 i T lVD STEW J_ Q W� 200TH ST SN j---I2d2ND_TISI r� I L- 99 n(p0 TH ST SITE I' 3 2087H ST SW 212TH ST S� / I VICINITY MAP SCALE. • 1' = 2, 000 "If SCALE. 1 " = 20' 0 10 20 40 RAM ENGINEERING, INC. Civil Engineering I Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m:14:CZ)kCZ) Z � o y � U U O W 2 o 0 0 0 ti U O j j m m co co Q Q rn o rn N O PROJECT TEAM Z OWNER/APPLICANT CIVIL ENGINEER SELECT HOMES RAM ENGINEERING, INC. 16531 13TH AVENUE W. IIA 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 O CONTACT- KAYLA CLERK CONTACT- ROB L. LONG, PE SURVEYOR *4 Q PACIFIC COAST SURVEYS, INC. 1 PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT. DARREN J. RIDDLE 04 SITE DATA J SITE ADDRESS: 7902 203RD ST SW EDMONDS, WA 98026 LU MO TAX PARCEL ID NUMBER: 27041900112900 W A TOTAL SITE AREA: 21,700 SF (0.50 AC) O EXISTING ZONING: RS-8 Z PROPOSED ZONING: RS-8 O 0 O IMPERVIOUS SURFACE PROPOSED: 2,600 SF (0.06 AC) N AGENCIES/UTILITIES 4 y W J JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS O SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS Q ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 Q GAS PSE GARBAGE REPUBLIC SERVICE O - O W M 4 ftft N � V CONSTRUCT/ON SEQUENCE 1. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES 2. CALL FOR UTILITY LOCATES. J. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 5. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 6. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SI TE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 TP-01 CLEARING, GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS Know what's below. Cali before you dig. AS -BUILT BLD 20181580 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION ENGINEER. OF WASH Off% z 385089 W pGIST IO>\Te 1. 2/18/20 ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.SCALE.• 1215118 AS NOTED JOB NO. 17-033 SHEET.• SP-01 SHT / OF 3