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HomeMy WebLinkAboutWWP2703660.2PORTION OF THE NW 1/4, SW 1/4, SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE1 W W Cn 4- 00 W z °) 00 L0 2" CLAS *2„ . CLA CLA BENCHMARK NO. RENT2101: VISITED 07/1 1 /2012 FOUND CONC MON IN CASE W1 /4 COR - SEC 1 1 -23-05 \ W ELEV.=512.02 U) STA. 100+00 W � w Q 00 z W W Q J CAST IRON RING \ 6" CAP AND COVER 6" 45° BEND I NEW 8" SEWER MAIN L8"X6" REDUCER 6" CLEANOUT DETAIL —1MIN IMIN MIN, MINIMIN I� 6.5' MIN. �I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE * SEE DWG# HR-05 FOR MINIMUM STANDARDS OF CURB OR OF PAVEMENT 2" CLASS 'B' :ENTER LINE OR ANE LINE S.S.C.O. #1 STA=1 1 1 +36, 6.0' RT SURFACE CLEANOUT W/CAST IRON RING & COVER (SEE DETAIL DWG. 403.1) RIM=534.60 T.P. NO. 0638100213 N IE-524.77, 8°' E 8th STREET 111+00 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN i 12+00 NSTALL SIDE SEWER T.P. NO. 0638100170 PROPERTY CORNER STA. 1 13+09.97 EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND UTILIITES PRI❑R TO C❑MMENCING CONSTRUCTION. NO REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESP❑NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER L❑CATION. CALL BEFORE YOU DIG: 1-800-424-5555 PER STD. DWG. 406.1 ;_,,., ' ; :, ar y .. ....... _ ....... xr (TYPICAL) cn I (DZ I / o N C° z T.P. NO. 5214520030 W + II 0 W �, CN 00 SERVED BY z m N I I +ilk `- w� SEWER W 0 w w ........ j_..._ _.._._ .. Q rr w w U) I LOT 1 y I o ,5851 NE 8th 58�9 NE I 8th ?* Q I #. FF 1 � 534 0 IF 5o r.4 SERVED BYCn SEWER 0 \!ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLKMLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CITY OF RENTON 31'ANDARD PLAN3 N S IST DATE: 12/96 DWG. NAME: HR-23 SP PAGE: H032A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ypOLej o�Ni,;� �;•P�� may, Air.. 535 530 525 515 2r460 ISI 16NALco 1�� Il N0. .]' L. I SEE DETAIL LEFT REVISION 1 12+00 SURVEYED: SURVEYED DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE APPR APPROVED: SCALE: _ HORIZONTAL �NAD/963/1991 SCALE ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY T.P. NO. 5214520020 IE=520.301 8" (W-NEW) NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL SERVED BY SEWER T.P. NO. 5214520010 CITY OF RENTON Planning/Building/Public Works Dept. • •' a��'• 4 0 4 8 vertical scale f eet 20 0 20 40 mmmmi horizontal scale feet 5859 NE 8th STREET SIERRA HOMES, INC. SEWER PLAN /PROFILE 11/12/2012 FIELDWOK: PAGE: SHEET: 2 OF: z cn y >v o�z y� 1 w O