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HomeMy WebLinkAboutR-406204N CO O i O W H H J ry O 2 U) LU 0 ry W lqt O H LU LU A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA _i_ �/ \ t \ CAT H B IN RIM- / RI 50 74 vv 12" CMP S IE-504.0 8" TEE E =50 44 0 1 12" CMP N IE=503.- to v 8„ v SSIVri _ RIM-507.69 o ---- 8" PVC S IE-49 Q„ PV�SE �E 4- \ - E=5U5.1 6 0 / 8 PVC N IE=499.2- + _ SSMH #13 CAT-C,TBASIN CD '-- \ RIM-507.90 RIM-508.4& _ 8" CONC S IE=502.95 12" CMP NW IE-506.26 -/ 0+ 0.00 I\ I I II 8" PVC NW IE=502.67 / v CATCH BASIN SOLID LID rp CATCH BASIN RIM=507.94 / SOLID LID- 12" CMP S IE=505.49 / RIM-508.�7' �` 12" CMP N IE=505.21 / 12" CONC S IE=506.49 0 / 12" CMP N IE 506.44 10 ` CATCH BASIN I+ RIM=507.71 STOP 12" CMP SE IE-505.27 12" CMP N IE=504.29 3" CPP SE IE-505.54 0 305-9 / I "' �M ,01 4 322 �v / CATCH BASIN v/ 0 N x RIM-509.63 \ � + I s 6� g�8 AP / 2" CONC S-LE=507.14 o / 12" CONC IE=t07.17 �� `S 8" CON WI IE=507:40 0 W / H CATCH BASIN -- �N I M v RIM=51 9.04 - - - --- - -� - - - - � - - - - - - `� `� `� v o 8" CONC E IE514.65 o `� ` `� vI SSMH v o _ 12" CONC W IE=516.46 j o �v ��3 `� R11�=510.95 �v / to �E 2" CONC W IF 4.48 0 ` "� TOP OF �� PVC CLEANOUT 509.68 _ WV + W W W W W W� LPL`s W - - s PSP x� v STA 3+00.00 © -\ \ I INT. 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D•VM�: i II I `\ \ O ;\ L R35.00' ` W \ j W W W 0+00.0 v o W Y�l v 1 v v o+oo.00v P U B �`(C ROADLO / --fig- - - I ` 1 00.00- \ +5 .00 \ 2 .00 2+Ot7"00 v 0 / �` 3tW�_ ---------- -,_ ---- --- - - - --- ----- 00 9 60 - _ --- - - - - - - \ CD FOUND 1 /2" SPIKE ------- - - - - - - - --.-,-.- - - v v v Ji o ' 4 0.4' EAST & 0.3' NORTH ��-�-�-'-''-'-`� +- 'FOUND 1 /2" SPIKE � � I g + � \\ 9g�o/ HOG Wlf 0.5' WEST & 0. 2' NORTH o A m Know what's below. Call before you dig L 05/27/2020 PLO1 READY FOR SUBMITTAL ENGINEERING 2 1ST REVIEW REVISIONS Surveyors & Civil Engineers 3 2ND REVIEW REVISIONS P.O. Box 412 4 3RD REVIEW REVISIONS Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com NO. REVISION MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/202C MXP MXP 05/27/2020 MXP DRAWN: CM CHECKED MXP BY DATE APPR APPROVED: MXP SCALE: SEE GRAPHIC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY M W LI O CD O O ti ig W GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FEET UNDERGROUND UTILITY NOTE ALL UTILITIES ARE REQUIRED TO BE PLACED UNDERGROUND. NO OVERHEAD UTILITIES CURRENTLY EXIST ON THIS SITE OR ALONG THE FRONTAGE. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF DATUM ' RENTON Planning/Building/Public Works Dept. *W11111WOOM IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 11,1101 Nathan Janders 06/23/2020 H Q J d O CIVIL PLAN SET DATE: U) 05/27/2020 /wI� H A EV I N RIDGE SHORT PLAT PAGE: RENTON, WA DRAWING NO: z 080-18 w SITE PLAN r7777 OF: 23