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ENG ASBUILTE� o / / / 1 1 I I \� I- ---------- -� _ EXISTING GROUND CONTOUR TYP) 10' MIN LENGTH F00 DRAIN DRYWELL THE (PER GEO TECH oC-^^A J A `E-"'DA TIONS) NE 114, SEC 30, TWP 27N, ROE 4E, W.M. 21310 82ND PLACE W I I GARAGE I I \ cv o 23' CHANNEL I RIM 41P..41. { iY / HOUSE I \ 1 0 / PARCEL C MAIN FF 425.00 CB 3 FF 423.00 \ N `O DRAIN I 6" lE 417. 71 (INW) r \ TYPE l I \ O ` RIM=420.3 I. i... 12°' lE T771.( CCJUT NO. I \ I J N= 4683.78 I I 0 1 1. SDC 4 \ o I E=10449.80 I i �o N I .I : CLEAN UT COVERED RIM 421.38 I i I N `r 419.81 l N=4683..74 { 1 PATIO 6"1E 419.28 (I I�E�\ I I i JI o FG i E=104 5.30 1 ' / I 18" lE 418.28 (OUT-- O-_ - - - - 112% 13.09 Z I': RIM 42 .65 \ n jl N I PERFORATED STUB -OUT 423.00 422.88 i I f lE 419:40 / o I CONNECTION FG �' i I l 2 I CONC FG I . i .. \ . FialWARDEN I PIPE lE 419.00 COVERED WALK 5=6" I / I / (SEE DETAIL, SHT GN-01) PORCH /� % I - i ®2.189 III I SDC0 2 00467400002500 TRAdTS VOL. 14, I - CLEAN uT : Z SDCO - - N=46 7.32 N / /AGE 69 I lE 422.0± I / i I I II :.; E-104 2. 76 �I l 1.16 OcV467400001100 I I / I I 4" 3034 III � �� III � 4"�E 18 20 (IM�W) PVC ROOF I /� I I I ..I...: 6" IE 418.20 (llnVY' DRAIN © I/ I i I I L.:L f 6".IE 18.20 (01T N) I l 1 ,426 I 2.07 MINSSCO I I I - S S : SEWER LATERAL TV'D BY THE CITY OF EDMONDS SEWER EXISTING JJ I DEPARTMENT TO DETERMINE IF LINE CAN BE RE -USED. ---------------------- Z _ o I SAN SEWEjR I I l THE LINE IS DAMAGED OR NOT A 6"LINE FROM MAIN 4" PVC 3034 I SIDE co � F E I \\ I I I :I I TO THE PROPERTY LINE, THE SEWER LATERAL WILL \ C SEWER © 2.0 oI MIN O I I n \ I \ Q � NEED TO BE REPLACED. A NEW SEWER LATERAL __ ` L - - - - - - - - - - - - - - LOOPE - - o - _j IFL PIPE SLOPE I t I I I i :... I I I Wl T4UTHED THE CONNE�TIONCTION A THEAY BE CORE DRILLED, SEWER MAIN BEING A - - - - - - - - - - - - - - - - - - I ► `� GATE d EXCEEDS 209 PlIE �O III I SSCD IE 415.0E i . _. SAW U.T EX .. . j I m WOOD FENCE �� l PIPE WILL BE I CONTRACTOR �,.�� PA ENT I l ROMAC SADDLE OR EQUAL PER CITY STANDARDS OR I / 1- cV III I ( I / THE SEWER CONNECTION MAY BE CUT IN WITH THE REQUIRED TO dt TO CONFIRM) I INSTALLATION OF A WYE PER CITY STANDARDS. __ __ N89 06 47 W 128.01 ' - - _I - _ I. l INSTALLED 6" SANITARY SEWER STUB 6" AVC 034j� �. TO SOUTH I 1 I::�.: / CLEANOUT @ PROPERTY LINE PER PARCEL i. / lE 418.35 i I I . I / CITY STD DWG N0. SS-200 : (SEE 13HFFT D T- 01) I I I I I I-----------� SOLID LOCKING LID EL. 421.38t d 4 ,.4 ' I 18" lE 418.28 4 4= . Q 4. . <. 'J 4 4, 4 CB 3, TYPE 1 SOLID LOCKING LID EL. 420.87E 4 d 6 / < 6" PVC RESTRICTOR 28 =18" CPEP ® 0.609 MIN ` DETENTION TANK 4 1 �_� 6" PVC TO SDCO A 1E 418.10 18" lE 418.10 : z 4 A PVC CAP ON BOTTOM 44 4 WITH ORIFICE 4 (SEE DETAIL ';4') CB 2, TYPE 1 DETENTION SYSTEM DETAIL NOT TO SCALE SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. PA TCHING/O VERLA Y NOTE UTILI TY PA TCHES SHALL BE COMBINED AND FULL WID TH OR HALF KID TH 0 VERLA Y WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILI TY PA TCHES FALL ENTIREL Y WI THIN ONE TPA VEL LANE, THE 0VERLA Y SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, THEN A FULL WID TH 0 VERLA Y IS REQUIRED. IMPERVIOUS AREAS SIDE SEWER NOTES IF RE -USING EXISTING SEWER LA TERAL (FROM PROPERTY LINE TO CITY MAIN) CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMOND'S SEWER DIVISION AT 425- 771-0236. CONSTRUCT/ON NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. PROJECT SI TE CA TEGORY CA TEGORY 1 DISCHARGE LOCA TION. CI TY'S MUNICIPAL SEPARA TE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWA TER FACILITY LAWN AND LANDSCAPE 5,510 SF SOIL AMENDMENTS T5.13 ROOFS 2,720 SF PERF STUB -OUT CONNECTION T5.1OC HARD SURFACES 1,940 SF DETENTION PIPE 820 SF OF DRI VEWA Y AND WALK PA 770 25X RETROFI T 0 SF N.A. ASSEMBL Y TO BE REMOVABLE FROM INSIDE THE FCS FA INVERT 1 2" ORIFi DIAMETER DETAIL. CONNECTION & CONTROL DEVICE j I, I NOT TO SCALE - J .I I STORM DRAINAGE NOTES IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE // CA TCH BASIN WILL BE REQUIRED. FOOTING DRAINS TO CONNECT TO DRY WELL. LOT COVERAGE LOT AREA: ALLOWABLE COVERAGE (35%) HOUSE, COVERED DECK & GARAGE PERCENT COVERAGE ONS/TE IMPERVIOUS ROOF 2,720 SF DRI VEWA Y 700 SF SIDEWALK & PA 770. 30 SF ONSI TE TOTAL: 3, 450 SF OFFSITE IMPERVIOUS ROAD. 730 SF SIDEWALK 390 SF DRI VEWA Y WI TIHN ROW 90 SF OFFSITE TOTAL: 1,210 SF TOTAL HARD SURFACE. 4,460 SF BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 424.00 ELEVA TION B. 422.05 ELEVA TION C. 423.36 ELEVA TION D: 424.70 TOTAL: = 1694.11 A VERAGE ORIGINAL GRADE (AOG) = 423.53 MAIN FINISHED FLOOR = 425.00 ROOF A T RIDGE = 447.21 ALLOWABLE BUILDING HEIGHT = 448.53 (423.53 + 25 FT) UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. = e007H ST SW 2 ND ST SW 2 ,WD ST W m � 3 0 W Ja TH ST : 3 MAIN ST �" z N� BO 2 3 2127H O/ KqY Nw a SIT 218 ST SW 3 2 47H ST W 208TH ST SW 21 TH ST W T SW 99 JAI I� VICINITY MAP NOT TO SCALE N SCALE 1" = 10' 0 5 10 20 LEGAL DESCRIPTION THE SOUTH 70 FEET OF THE NORTH 80 FEET OF THE EAST 128 FEET OF LOT 11, PLAT OF HA WARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 69, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 212TH ST. S. W., AS THE BEARING OF N 89 0647" W. ENGINEERING, INC. Civil Engineering / Land Planning RAMI 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM V Q m 0 � ti CL o v W Q o Z O O U h m co � BENCH MARK FOUND REBAR W/CAP STAMPED "LSA 22969" DUE SOUTH OF THE SOUTHEAST PROPERTY CORNER. (PER GPS OBSERVATIONS) ELEVATION: 421.45' DATUM: NA VD 88 PROJECT TEAM OWNER/APPLICANT CIVIL ENGINEER SELECT HOMES RAM ENGINEERING, INC. W O 16531 13TH AVENUE W. #A 107 16531 13 TH A VE W, SUl TE A 108 O O L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 0. O O EMAIL: KAYLA.CLARK@DUTLOOK.COM EMAIL: ROBL©RAMENGINEERINGINC.COM CONTACT KAYLA CLARK CONTACT.- ROB L. LONG, PE SURVEYOR N J N W O PACIFIC COAST SURVEYS, INC. PO BOX 13619 04 J MILL CREEK, WA 98082 512-7099 CONTACT- O CONTACT.• DARREN J. RIDDLE SITE DATA SITE ADDRESS: 21310 82ND PL W, EDMONDS, WA 98026 TOTAL SITE AREA: 8,960 SF (0.21 AC) y N EXISTING ZONING: RS-8 AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WA TER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS STORM WA TER CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE SHEET INDEX 1 SP-O 1 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 RP-01 ROAD PROFILE & SECTION 5 DT-01 GENERAL DETAILS AS -BUILT ELD2020-0044 • 1 Know what's below. Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• BY CITY ENGINEERING DIVISION ENGINEER: OF WAs�v41 l d aeeoa w � EGISTEg�S��j IO>\reT . 3//5/2/ 0 Z Q W 4 0 V ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DA TE: SCALE. 116120 AS NOTED JOB N0. 19-009 SHEET.• SP-0 1 SH T / OF 5