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SFR ASBUILT-7919 203RD ST SW-BLD20171659.pdfLEGAL DESCRIPTION THE EAST 60 FEET OF THE WEST 180FEET OF THE NORTH 237 FEET OF THE SOUTH 474 EFET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE NORTH 42 FEET THEREOF - AND EXCEPT THE SOUTH 20 FEET FOR ROAD. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARING THE CENTERLINE OF 203RD STREET S.W. AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR LUCY HUYER, RECORDED UNDER AUDITOR'S FILE NO. 200702085001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON BENCHMARK MAG NAIL SET FLUSH WITH ASPHALT SURFACE, f0.6' NORTH OF EDGE OF PAVEMENT, AS SHOWN HEREON ELEVATION : 91.99 DATUM : ASSUMED NOTES 1. THE FINAL RESTORATION FOR ALL UTILITY CONNECTIONS AND UTILITY ABANDONMENTS (SEWER, WATER, AND STORM) IS TO BE COMPLETED BY THE CONTRACTOR. A FIELD INSPECTION IS REQUIRED TO DETERMINE THE FINAL RESTORATION LIMITS 2. LANDSCAPE/LAWN SHALL BE INSTALLED IN THE RIGHT-OF-WAY BETWEEN THE PROPERTY LINE AND THE EDGE OF ASPHALT. BUILDING HEIGHT CALCULATIONS (AEG) SPOT ELEVA TIONS FOR HEIGHT CALCULA TIONS. ELEVA 77ON A: 84.71 ELEVA 77ON B. 85.25 ELEVA 77ON C. 86.43 ELEVA 77ON D: 85.40 TOTAL: = 341.79 AVERAGE ORIGINAL GRADE (AOG) = 85.45 TOP OF GARAGE SLAB = 84.50 ROOF AT RIDGE = 110.00 ALLOWABLE BUILDING HEIGHT = 110.45 (85.40 + 25 FT) NE 114, SEC 19, TWP 27N, RGE 4E, W.M. 79019 203RD ST SW S/TE DEVELOPMENT PLANS UNPLATTED I LOT 10 I CAPERTON PARK LOT 9 (VOL. 15, PG. 87) I I I I EXCEPTION KYLE C LINEHAN 27041900114000 I 0 N 192, T�SW� _ _ I 200TH ST SW I _ ,4 T ST SW_ I F r r�I�TI i _ 203� ST W i r TE I MAIN ST ��� � � + �2087H ST SW �1 ITIf ITE .) \I I- ~1� 212TH ST SWi --_L, 216TH ST S I - �� �I 216�TH ST SN -r -T --I II \ N 89 20'55" W 60.00' \`1V , I 1---� --- ---, i I SCALE. 1" = 20' 1 I I I I I I 0 10 20 40 I PROJECT TEAM I 75 i 75A 1 I I I OWNER/APPLICANT 1 I I I SELECT HOMES VICINITY MAP SCALE I" = 2000' CIVIL ENGINEER i I I 16531 13TH AVENUE W. IIA 107 16531 13TH AVE W, SUITE A 108 o I I I I I L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037 UNPLATTED UNPLATTED � / � I I UNPLATTED (425) 742-6044 (425) 678-6960 i EXISTING GROUND I I EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL@RAMENGINEERINGINC.COM EUGENE & GLADYS JOHNSON JAMES T & HEATHER L I CONTOUR (TYP) I SEAN PARENT CONTACT- KAYLA CLARK CONTACT: ROB L. LONG, PE 7929 203RD ST SW 7923 203RD ST SW I I I I I 7911 203RD ST SW EDMONDS, WRA 98026 I EDMONDS, WRA 98026 �1 � i I I EDMONDS 98026 SFF27041900112400 I RA GEOTECHNICAL SURVEYOR 27041900112300 =`�1 N i 4" PVC FOOTING I I DRAIN ©1.0� I � 27041900112000 EARTH SOLUTIONS NW, LLC LOVELL-SAUERLAND &ASSOCIATES, INC. 1805 136 TH PL NE, SUITE 201 19217 36 TH A VE W, SUITE 106 I o I I 'ram I BELLEVUE, WA 98005 L YNNWOOD, WA 98036 I2 I I (425) 284-3300 (425) 775-1591 8J.5t 84.5E I i I^ I CONTACT. HENRY WRIGHT, PE CONTACT. JEFFREY T. TREIBER, PLS 10' MIN LENGTH I i I FG FG FOOTING DRAIN DRYWELL TRENCH '� Ili I I COVERED I i I SITE DATA (SEE DETAIL ON 11 I PA TIO SHT GN-01) I 110'II 10 I Io SITE ADDRESS.• TOP EL. 83.3E I I I iiiiii. I I I o 17.5 I I I I 2' ROCK DRYWELL TAX PARCEL ID NUMBERS: CHANNEL DRAIN I / II I I I FOR WALL DRAIN TOP 84.4 SITE ACREAGE: (CONNECT TO CB I I PROPOSED HOUSE I I i I 3' MAX HIGH WEST OF DRIVEWAY) 27 F / I I MAIN FF I I I CONCRETE UTILITY PURVEYORS CB 2 I i PLAN 3112 112 I I BLOCK WALL TYPE I DOWNTURNED ELBOW I II II�� I WATER SUPPLY. CITY OF EDMONDS I N= 6620.33 I x I I ' I I 425- 771- 0235 E=5560.97 I 86 II CONCRETE RIM 83.52 I I I - I WALK SAN/ TARY SEWER: CITY OF EDMONDS 4" 1E 82.08 (IN-N) GARAGE / / II EX SEWER 425-771-0235 " lE 82.00 (OUT-S) i FF 84.50 / SERVICE LINE CONTRACTOR TO VERIFY LOCATION 6I SSCO STORM SEWER. CITY OF EDMONDS OF ALL EX UTILITY LINES PRIOR TO 4" lE 82.00 (OUT-NE) 10'-6" PVC I 1 I :...1 / I I lE 82.00 425-771-0235 CONSTRUCTION AND NOTIFY DESIGN ENGINEER IF CONFLICT EXISTS. ALL 4" SEWER SERVICE I I "y 0I1fCRE T '' - -- PHONE. FRONTIER SERVICES TO BE MAINTAINED PERFORATED STUB -OUT CONNECTION I I DRIVtW4Y : I LINE ® 29 MIN 425-263-4024 (SEE DETAIL ON SHT GN-01) c7 DURING CONSTRUCTION I CON TACT.• JEREMY PROPOSED LUAR � � I CONNECTED TO EX SAN SEWER LINE WITH FALL DRY UTILITIES i SADDLE CONNECTION. EX CB MH 85`75. INSTALLED 6"'PVC SANITARY SEWER CO EX GAS LINE PER I;..;: ;-:" CABLE.- COMCAST TOP 83.77 21'-6" PVC ©19.26� n ., N 24" CONC lE f76.27 (S PAINTED LOCATION N I . h ROW LINE PER CITY OF EDMONDS STD DWG 425-244-5088 IN FIELD SEE TREE II �•86I I ; ?,�7'F/R N0. E6.2 (SEE SHEET DT-01) CONTACT- JEFF BURNS 72 PROTECTION EG .: >� CONC lE f74.37 (E) I � � N lE 81.3E 24" CONC /E +72. 66 (W) I NOTES ON i 86 I N , CONTRACTOR TO CONFIRM DEPTH AND 12" 1E 79.00 (IN-E) (NEW) SHT TP-01 g$;:fi4.: LOCATION PRIOR TO CONSTRUCTION (CONNECT TO EX CBMH) _ - ..r MBA I � :2'FlR _ - -_88 _ I (SSCO TO HAVE 12 CAST IRON _ _ LAMPHOLE COVER WITH"HEX BOLTS TYP) - - - -�_< - .� -- - -- - - - _ - - - -- =_ -- - �-----_----- L ---- EX SSMH _ ® SS - _ ..._� -� 8 .49 g0 8920'55" W 92 TOP 98.57 / o S S _ �. r r �. '� G - - - - - -IL 8" CONC 1E ±88.57 () I G. ,,e �� SS.Z. �._ c k "0' _ �`�-G----T= r_---- .. cv ciincn�c 7" ac)ncc nicer RESTORAT/ON NOTE THICKENED EDGE TO BE RECONSTRUCTED ALONG NORTH EDGE OF ROADWAY WHERE REMOVED FOR CONSTRUCTION PURPOSES NEW THICKENED EDGE TO MATCH EXISTING IMPERVIOUS AREAS HOUSE+COVERED D/W, PORCH & WALK 2,510 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 40 SF UNCOVERED DRIVEWAY 935 SF TOTAL = 3,485 SF LOT COVERAGE LOT AREA: 10, 500 SF ALLOWABLE COVERAGE (359) 3, 675 SF HOUSE, COVERED DECK AND GARAGE 2,200 SF PERCENT COVERAGE 20.957. UTILITY PATCH /OVERLAY NOTE UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WI THIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF THE ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH 7RA VEL LANES THEN A FULL WIDTH 0VERLA Y IS REQUIRED. DRI VEWA Y NOTE DRIVEWAY SLOPES SHALL NOT EXCEED 147 SLOPE PER ECDC 1 & 80. 060 CONSTRUCT/ON NOTE APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO U77LI77ES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT -OF- WAY PER CITY STANDARDS 774A T IS CAUSED OR OCCURS DURING 774E PERMI TIED PROJECT. STORM DRA/NAGS NOTES IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE II CATCH BASIN WILL BE REQUIRED. F0077NG DRAINS TO CONNECT TO DRY WELL 1RENCH. ALL STORM PIPES TO BE CPEP OR APPROVED EQUAL UNLESS NOTED 07HERWISE. SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. SIDE SEWER NOTES IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN) CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMOND'S SEWER DI VISION AT 425- 771- 0236. UTILITIES NOTE 1. ALL NEW U77LI17ES ARE REQUIRED TO BE INSTALLED UNDERGROUND. 2. MINIMUM 3FT SEPARA 77ON REQUIRED BETWEEN DRY U77LI77ES (POWER, GAS, PHONE, CABLE, ETC) & WET U77LI77ES (SEWER, WATER, STORM) 7919 203RD ST SW EDMONDS, WA 98026 27041900112100 10,500 SF (0.241 AC) PT _L__1196N ST SW 20471/ ST SW 99 T-T L RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM �,_ I m � � � O WA� W y W o W W 0 0 U C3 J ti J R N m Q ti CIO oo CIO O N GAS. PSE 888 888-225-5773 POWER: SNOHOMISH COUNTY PUD 425- 783-1000 CONTACT. ROB LARSON Ilk FIRE DISTRICT- SNOHOMISH COUNTY FIR DISTRICT NO.1 425-551-1200 SCHOOL DISTRICT- EDMONDS SCHOOL Z DISTRICT 425- 670- 7000 O Q W N 41 O W SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 GENERAL DETAILS AS-BU/L T NOTE AS -BUILT UT7LITY INFORMATION PROVIDED BY CON TRACTOF AND/OR OWNER AND HAS NOT BEEN VERIFIED BY RAM ENGINEERING, INC. FOR ACCURACY OR COMPLEMESS. Know what's below. Call before you dig. AS -BUILT BLD20171659 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA TE.- BY• CITY ENGINEERING DI VISION wAS O�of � z .d 38508 9 �W k, IO>\re NOIA1.. 11121119 ENGINEER: ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.SCALE: 11122117 AS NOTED JOB NO. 17-034 SHEET.• SP-01 SHT 1 OF 4