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ENG ASBUILT - LFNE 114, SEC 30, TWP 27N, ROE 4E, W.M. 21328 82ND PLACE W SOLID LOCKING LID EL. 421.63t SOLID LOCKING LID EL. 421.40t FLOW CONTROL ' e STRUCTURE PVC PIPE 4•5" NON —SHRINK GROUT 1'MIN CONTROL DEVICE COUPLING ASSEMBL Y TO BE d PVC PIPE STUB < REMOVABLE FROM INSIDE THE FCS • • 4 a.a 4 6" PVC— CPEP 26 0. RESTRICTOR ` 6O ® 0.609 M/N ,4 DETENTION INVERT • • TANK 18" IE 418.54 PVC PIPE CROSS GASKET TYP 6" PVC TO SDCO A �" 1E 418.37 1 2" ORIFICE s PVC ADAPTER W 18"IE 418.37 ,ax 1 ' DIAMETER DOUBLE GASKET AND ADHESIVE 4-1 `� ? ORIFICE PLATE �. ;. IBONDED SAND FINISH ON EXTERIOR. MIN 7" LONG Q PVC CAP ON BOTTOM ` CB 2, TYPE 1 4 4 ; ` 4 WITH ORIFICE (SEE DETAIL ';4') CB 1, TYPE 1 CAULK SPACE BETWEEN PVC ADAPTER AND PIPE STUB DETENTION SYSTEM DETAIL NOT TO SCALE 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 A T 425-771-0236. IMPERVIOUS AREAS 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 LOCATION. CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWA TER FACILITY LAWN AND LANDSCAPE 5,580 SF SOIL AMENDMENTS T5.13 ROOFS 2,620 SF PERF STUB -OUT CONNECTION T5.10C HARD SURFACES 2,100 SF DETEN TION PIPE 760 SF OF DRI VEWA Y AND WALK PA TIO 25X RETROFI T X SF N.A. DETAIL "A 11 CONNECTION & CONTROL DEVICE NOT TO SCALE LOT COVERAGE LOT AREA: 8,960 SF ALLOWABLE COVERAGE (35%) 3,136 SF HOUSE, COVERED DECK & GARAGE 2,292 SF PERCENT COVERAGE 25.6Z [ONSITE IMPERVIOUS ROOF 2,620 SF DRI VEWA Y 700 SF SIDEWALK & PA 770. 60 SF ONSI TE TOTAL: 3, 380 SF OFFSITE IMPERVIOUS ROAD. 850 SF SIDEWALK 360 SF DRI VEWA Y WI THIN ROW 130 SF OFFSITE TOTAL: 1,340 SF TOTAL HARD SURFACE. 4,720 SF STORM DRAINAGE NOTES IF THE RIM TO INVERT OF ANY CA TCH BASIN EXCEEDS 5 FEET A TYPE // CATCH BASIN WILL BE REQUIRED. FOOTING DRAINS TO CONNECT TO DRY WELL. BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 424.70 ELEVA TION B. 422.78 ELEVA TION C. 422.92 ELEVA TION D: 425.27 TOTAL: = 1695.67 A VERAGE ORIGINAL GRADE (AOG) = 423.92 MAIN FINISHED FLOOR = 425.75 ROOF A T RIDGE = 448.42 ALLOWABLE BUILDING HEIGHT = 448.92 (423.92 + 25 FT) PATCH/NG/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 WITHIN ONE TRA 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 O VERLA Y IS REQUIRED. SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. = e007H ST SW 2 ND ST SW 2 3RD ST W m � 3 0 W ST 3 MAIN ST �" z N� BO 2 3 2127H O/ *4Y Now a SIT 218 ST SW 3 2 4TH ST W 2087H ST SW 21 TH ST W T SW 99 VICINITY MAP NOT TO SCALE N SCALE. 1" = 10' 0 5 10 20 LEGAL DESCRIPTION THE SOUTH 70 FEET OF THE NORTH 150 FEET OF THE EAST 128 FEET OF LOT 11, PLAT OF HAWARDEN 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 WASHINGTON BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 212TH ST. S. W., AS THE BEARING OF N 89 0647" W. RAMI ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM V m m Ou' y � 'I- o v W a o Z o a 0 U W h m I W co � Q 0 ~ O a 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 LLI PROJECT TEAM Q � OWNER /APPLICANT CIVIL ENGINEER L4 4) SELECT HOMES RAM ENGINEERING, INC. W 16531 13TH A VENUE W. #A 107 16531 13TH AVE W, SUITE A 108 O o LYNNWOOD, WASHINGTON 98037 LYNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 O OI EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL©RAMENGINEERINGINC.COM CONTACT- KAYLA CLARK CONTACT. ROB L. LONG, PE o N N SURVEYOR J PACIFIC COAST SURVEYS, INC. N L4 Q BOX MI J MILL CREEK, WA 98082 M (425) 512— 7099 W •Y CONTACT. DARREN J. RIDDLE SITE DATA O N SITE ADDRESS: 21328 82ND PL W, EDMONDS, WA 98026 L TOTAL SITE AREA: 8,960 SF (0.21 AC) y N EXISTING ZONING: RS-8 AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER 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-01 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 ELD2020-0045 • Know what's below. Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• BY CITY ENGINEERING DIWS/ON ENGINEER: gO WASH l d 86808 w � EGISTEg�S��j IONTAT. 3//5/2/ Z Z Z V) 0 W ROB L. LONG, PE DRAWN BY: MIKE MORRIS ISSUE DA TE: SCALE.• 116120 AS NOTED JOB NO: 19-009 SHEET.• SP-0 1 SH T / OF 5