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HomeMy WebLinkAboutR-424805w U Z w 0 CIO W rr rr H cn LEGEND SIGN SS (�) MANHOLE SD 0D FIRE HYDRANT W ❑ WM WATER METER G N GV GAS VALVE OHP L-� INLET OHT CB (TYPE-1) OWV WATER VALVE ❑ COL COLUMN O GUY ANCHOR X X DF DOUGLAS FIR ❑ EM ELECTRIC METER O EPP ELECTRIC POWER POLE O RESIDENTIAL MAILBOX SANITARY SEWER LINE STORM DRAINAGE LINE WATER LINE GAS LINE OVERHEAD POWER OVERHEAD TELEPHONE WOOD FENCE VINYL FENCE HOGWIRE FENCE CHAIN LINK FENCE BUILDING LINE WALL SDMH RIM=297.55' IE(S)=294.47' 8"CONC (NUMEROUS OTHER PIPES) EPP Off, 0 ff �- SE 1 /4, SW 1 /4, SEC. 9, T. 23 N., R. 5 E., W.M. LEGAL DESCRIPTION LOT 2, CITY OF RENTON SHORT PLAT NO. LUA18-000445, RECORDING NO. 20181113900001, RECORDS OF KING COUNTY, WASHINGTON 0 0 I 0% I PO Soot Q ONST4CTION ENTRANCE 50'x15' PER COF 215.10 DTL BASIS OF BEARINGS NAD 83(2011) - WASHINGTON NORTH ZONE - PER CITY OF RENTON CONTROL POINT NOS. 612 & 398 PER SHORT PLAT, BASED ON MONUMENTS FOUND IN CASE, PER PLAT. VERTICAL DATUM 8s CONTOUR INTERVAL NAVD88 PER GNSS OBSERVATIONS, DERIVED FROM WASHINGTON STATE REFERENCE NETWORK 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT PROJECT INFORMATION TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE FOUND SECTION CORNER WM PER PAINTMARKSTX. OYP � � ►O-0 FOUND 1 /4 SECTION CORNER ( ) HOUSE ° N � O• FOUND MONUMENT IN CASE O►7.4 APPROX. LOC. GAS LINE, ET REBAR W/CAP, ® SET/FOUND BOUNDARY MARKER, U LS 46876 PER PAINT MARKS TYP I �22 AS DESCRIBED ( ) O FOUND REBAR W/CAP, LS �•� SET /FOUND NAIL AS DESCRIBED 5 SET REBAR W/CAP, B&H, i FENCE E LS 46876 130"DF FENCE END 0.15'W 'S I 1.3'N I OF PROP COR ASPHALT SURFACE 1.5' FENCE P FOUND REBAR/CAP a- 0 DE ATED OW 1I 0.6'S ROCKERY CONCRETE SURFACE "PLOD", zo 1 N 88° 1 1 49 E 143.51 o.7'E 0.09'W X 0.06'N 0 ROCKERY OF PROP COR 78`9= 64.60 ______ ----, S.Y.S. FENCE END it i z ROOKE17RY ERY — 2.1'N O - ��� STAGING z FENCE END GRAVEL SURFACE W O OO OO II AREA C� 0 1.6'N G C� O ooC ooC O I W - - - - —U-1 � PAVER SURFACE Z Ii� �- - 00 ROCKERY RE ROOF ELEVATION O� �O SET REBAR W�/GAP - 18.6' ::E1.6,W �- LS 46876 i Qp0�0 FF FINISH FLOOR ELEVATION O a ° J L2 FOUND REBAR W/CAP, WALL ° WV L� L _ _ a a a a �� ° i CLEARING LIMIT LS 11332, X VIROP ED �I I 0.05'N X 0.02'E W o ` RESID CE ° p� LOT ROCKERY SILT FENCE (AS PER COR 214 DTL) OF PROP COR a o a L J �? ° I 1\° � 11 �� �Co PARCEL NO. 0.8E SET REBAR W/CAP, CONSTRUCTION ENTRANCE EPP z �` O 1 ° PARCEL N0. j �� 7227800630 LS 46876 S \ _ 720800631 7685± S.R. ® CATCH BASIN (INLET) INLET 1 / 5. EBA PROTECTION TYP L (0.1764± ACRES) ( ) ^\ ^^RIM=295^42'�_ i V �I I 5682± S.jF. I 876 FENCE LINE E,. Effective Eng*meer*mgPEEC CIVIL ENGINEERS 8627 NE 180th Street, Bothell, WA 98011 Phone: (206) 303-7639 Email: admin@effectiveenaineerinaDllc.com SURVEYED: SCALE: SURVEYED VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: DESIGNED DRAWN: DRAWN i ONE INCH DATUM CHECKED: AT FULL SCALE CHECKED IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY APPROVED 7227800631 2900 NE 5TH PL RENTON, WA 98056 R- 8 RENTON 5,682± S.F. (0.13± ACRES) AS SURVEYED 10/01/2023 'D C TY OF RENTON Planning/Building/Public Works Dept. A LJ V C N TY MAP N TS LOT 2 PARCEL# — 7227800631 TOTAL AREA— 5,682 S.F. (0.130 AC) DEDICATED ROW — 101 SE TARGET LOT AREA — 5,581 S.F. (0.128 AC) EXISTING DRIVE— 756 SF (0,017 AC) PRO. ROOF — PRO. DRIVE/WALK CONIC, — 1, 591 SE (0.037 AC) 788 SE (0.018 AC) TOTAL- TARGET NEW/REPLACED IMPERVIOUS— 2,379 SE (0.055 AC) 42.6% PRO. WALK WAY (CONC.) IN ROW 1,002 SE (0.023 AC) CUT 270 CU YD LAND DISTURBED 6500 SE CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE. 2. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE ON SITE 3. FLAG CLEARING LIMITS. 4. CLEAR AND GRADE SITE WITHIN CLEARING LIMITS. INSTALL ROCKERIES PER PLAN AND DETAIL. 5. INSTALL UTILITIES AND STORM DRAINAGE FACILITIES. PROVIDE CATCH BASIN INLET PROTECTION. 6. BEGIN BUILDING CONSTRUCTION. 7. FINISH GRADE & PAVE PER PLANS. 8. STABILIZE ALL DISTURBED AREAS. 9. FLUSH & CLEAN STORM DRAINAGE FACILITIES. 10. INSTALL LANDSCAPING. 11. UPON FINAL SITE STABILIZATION, CLEAN SITE AND REMOVE REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES UPON SITE STABILIZATION. R-424805 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 010 Z DEVELOPMENT ENGINEERING Q yqi 11 /27/2023 jai W U Z W 0 DATE: DON_BORA_SFR_RESIDENCE 09-26-2022 0 EXISTING —CONDITIONS FIELDBOOK:- Lu AND PAGE: - Ir DRAWING NO: TESC C 5 oC LL PLAN SHEET: OF: 5 OR-7 (n