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HomeMy WebLinkAboutWWP2703235.14NW 23-23-5 J O 3 ►I « 0 20 4 0 SCALE IN FEET 41 ,®°� ,9 t Q CI Roth Hill Engineering RothH*111 h�6 LPG 0 GP�F� COORDINATE LISTING SSMH # NORTHING FASTING SSMH #19 SSMH #20 131 8296.96 1318296.49 174880.70 174922.75 1318233.21 1318233.73 / 41 ONO FzPG - CLEANOUT RIM=356.28 �,j�=349.33 (8" PVC) NOTE: SIDE SEWERS ARE SHOWN BASED ON SURVEY INFORMATION AND/OR AS DETERMINED FROM THE CCTV INSPECTION, Partners, LLC 2600116th Avenue NE #100 Bellevue, Washington 98004 Tel 425.869.9448 Fax 425.869.1190 SCALE 20 0 20 40 (FEET) 1 INCH = 20 FT NOTE: CONTRACTOR SHALL FIELD LOCATE EXISTING BUILDING SEWERS TO DETERMINE SIZE, TYPE AND LOCATION AND CONNECT AS REQUIRED. RICHARDSON AUGER BORE IN 24" STEE AG 10' PERM. ESMT.C-- ` I SHED/ PATIO (ON CONC — — --- -� — — -- —P� — -- BLOCK_ - - - - - - ----------------------------------�----------- �� ------ 01 l� .�cQ rFu SEPTIC TANK (APPROX.) �P��,��� �@ PUMP TANK (APPROX.) DUNCAN / SEE SHEET 15/18 FOR PROFILE THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL ENGINEERING PARTNERS, LLC (ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. FIELD REP:_ REVISED BY: DATE: SURVEYED: ROTH HILL ENGRS DESIGNED: EJW/SKS DRAWN: DSH CHECKED: BPW REVISED TO INDICATE CONSTRUCTION RECORDS MARK WETHERBEE BRIAN WOLF MARCH 10, 2009 SCALE: VERTICAL-, NAVD 1988 1 "= 2 0 ` HORIZONTAL• NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ■ .� 24 �oq s W AL I WAI0 ti 38087 ;) ,v �GISTER�lbw ZONAL E� CITY OF R EN TON Planning/Building/Public Works Dept. 0 U O N O IkS ,jOQV — — — — — — — — — 5 S=323532 W AL IG of WA13 J1 � A J)E 38087 flap �GISTER�� �SSIONAL lib I EXPIRES 11/01/2008 I 16825 1�7���� �EGISTER�� �SSIONALE��� IEXPIRES 11/16/2008 1 CENTRAL PLATEAU INTERCEPTOR, SECTION 2 SEWER PLAN PAGE: z y °z n z y o t�i y o � n b y I R V® m REVISION APPROVED OE, . -. 20