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HomeMy WebLinkAboutS-364301ZIP r lr ! 5 4 'aA""o N / w �4 ti1y-i l7" 1 RtA &`J7.8 4V ^r t+_i , y l Dili I� %'� "5>. ",^SSG' '/�.+^ � ,.. /•i .w�u '\ s V' i 12.3' i.. w cv bi a ,r" y WLY TI 'OL oti CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 58 S c'1, 3,r^" F k, r, .�1h?V ELI 1 401 DANK' tx4o-(a83 c'? z > LP'Iu,4aON PF... `C ltll 19 U chi °t a w i, t e1 77 d Q tt H 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 u5 1 II WI jtl KUP DATUM -' NkvD 3is I i,NY 391.5) , u © 12,u LANDS APE BUFFER. -- REC . NO, 708200517 MAY HAIA (ERMIINATED, K w w.. �t L t CE RI'A INV AL )yr .fi � a RIM = n�v w „u "0 PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. Nv ' „ Wx '� ✓ f,, ,r" y WLY TI 'OL oti CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 58 S c'1, 3,r^" F k, r, .�1h?V ELI 1 401 DANK' tx4o-(a83 -C2 1 > LP'Iu,4aON PF... `C ltll 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 Z i, t e1 77 d Q tt )yr .fi � a RIM = n�v w „u "0 PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. Nv ' „ Wx '� ✓ f,, ,r" y WLY TI 'OL oti CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 58 S c'1, 3,r^" F k, r, .�1h?V ELI 1 401 DANK' tx4o-(a83 -C2 1 > LP'Iu,4aON PF... COVERED PLAY AREA r 1 1 @ 1 n GPHALT sin 'NG �1 iStA EvY yq �I II - NEW F 12 MCDONALD'S 13 PROTOTYPE: SF87( +5) 4 FFE = 399.0 x 22 F` i fi5f'td F.L. .{�J rr. „t, j 6" GW S `F . J. Y J } 28 e r� "a k C :SC r i fi TEI i� Il,a Z t tl W a ,r I (I I it o i l B. . _ f ASPHALT SYSTEM EASEMENT. PAYING Idf'L^ Na a'I,n307011 CUR J' D '0AQ saa.o`� . ' 4 !I c:uRe ,�:c;At `; _ a if V. ,.( D '12 .. �LytTL s L / 9 rs,...�, -.- �s BACK "o� ' _ _.. ,... ;�" n ue " $ ..... CS' _f CC# kilo CAB. S I RIM -" 399.0 �� RIM = 3f +3.3 !. 50. SPHALT '�... PAVING KCk. HOLOHNGS LLC GRAPHIC SCALE I0� 100 z0 �40 ( IN FEET ) 1 inch = 20 it coI aj CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 17 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612 -GA. SOUTH RIM = 398.18 NORTH RIM = 398.18 6" IE = 392.25 (IN) 6" IE = 392.05 (OUT) CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 18 `C ltll 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 Z ff t e1 20 d Q tt H 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 u5 1 II WI jtl C9 4 DATUM -' NkvD 3is I r i fi TEI i� Il,a Z t tl W a ,r I (I I it o i l B. . _ f ASPHALT SYSTEM EASEMENT. PAYING Idf'L^ Na a'I,n307011 CUR J' D '0AQ saa.o`� . ' 4 !I c:uRe ,�:c;At `; _ a if V. ,.( D '12 .. �LytTL s L / 9 rs,...�, -.- �s BACK "o� ' _ _.. ,... ;�" n ue " $ ..... CS' _f CC# kilo CAB. S I RIM -" 399.0 �� RIM = 3f +3.3 !. 50. SPHALT '�... PAVING KCk. HOLOHNGS LLC GRAPHIC SCALE I0� 100 z0 �40 ( IN FEET ) 1 inch = 20 it coI aj CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 17 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612 -GA. SOUTH RIM = 398.18 NORTH RIM = 398.18 6" IE = 392.25 (IN) 6" IE = 392.05 (OUT) CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 18 Ok 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 Z ff 20 d Q ® H 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 u5 1 ". P I Ot, 'd © 07 398 34 C9 4 DATUM -' NkvD 3is 23 i,NY 391.5) , © 42 LF 6" PVC SDR 35 WW @ 2.07 MIN. 24 97 LF 6" PVC SDR 35 GW @ 1.57 09 -71 25 Ir r A, 10 14 LF 6" PVC SDR 35 WW @ 2.07 MIN. 26 41 LF 6" PVC SDR 35 GW @ @ 1.57 SANITARY SEWER CLEANOUT RIM = 397.17 IE = 395.09 CB r� 1I,RlNv 3. , SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.88 IE = 393.06 SSCO TO BE PLACE A MAX. 5' FROM BUILDING 28 35 LF 6" C900 GW @ @ 1.57 F1221 2 LF 6" PVC SDR 35 WW @ 2.07 MIN. 6" WASTE WATER ENTRY APPROX. I.E. = 393.10 11 LF 6" PVC SDR 35 GW @ 2.07 MIN. SANITARY SEWER CLEANOUT RIM = 398.16 IE = 392.02 y AREA DRAIN PER DETAIL 2, SHEET C -3.6 RIM = 397.30 IE = 395.62 13 14 II' I 1 i . A/ 4 LF 6" PVC SDR 35 GW @ 2.0% MIN. WITH SANITARY SEWER TESTING TEE RIM = :398.18 IE = 392.01 I I , �LL I III POS l,. 6 t < a,w.- �� < lji f LEGEND: 6" GREASE WASTE s" cw 6" WASTE WATER 6" WW 1 -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE • _1 2 3.7 3.7 SANITARY SEWER SCHEDULE aj CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 17 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612 -GA. SOUTH RIM = 398.18 NORTH RIM = 398.18 6" IE = 392.25 (IN) 6" IE = 392.05 (OUT) CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 18 38 LF 6" PVC SDR 35 GW @ 2.07 MIN. 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 71 LF 6" PVC SDR 35 WW @ 2.07 MIN. SANITARY SEWER TESTING TEE RIM = 1.74 IE = 391.74 ff 20 20 LF 6" PVC SDR 35 GW @ 2.0% MIN. ® 3 LF 6" PVC SDR 35 WW @ 2.0% MIN. WYE CONNECTION IE = 391.80 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 © 07 7 LF 6" PVC SDR 35 WW @ 2.07 MIN. SANITARY SEWER CLEANOUT RIM = 398.25 IE = 391.94 2 LF 6" PVC SDR 35 GW @ 2.07 MIN. 23 6" GREASE WATER ENTRY APPROX. I.E. = 393.45 © 42 LF 6" PVC SDR 35 WW @ 2.07 MIN. 24 97 LF 6" PVC SDR 35 GW @ 1.57 09 SANITARY SEWER CLEANOUT RIM = 398.74 IE = 392.78 25 SANITARY SEWER CLEANOUT RIM = 397.94 IE = 394.47 10 14 LF 6" PVC SDR 35 WW @ 2.07 MIN. 26 41 LF 6" PVC SDR 35 GW @ @ 1.57 SANITARY SEWER CLEANOUT RIM = 397.17 IE = 395.09 11 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.88 IE = 393.06 SSCO TO BE PLACE A MAX. 5' FROM BUILDING 28 35 LF 6" C900 GW @ @ 1.57 F1221 2 LF 6" PVC SDR 35 WW @ 2.07 MIN. 6" WASTE WATER ENTRY APPROX. I.E. = 393.10 11 LF 6" PVC SDR 35 GW @ 2.07 MIN. SANITARY SEWER CLEANOUT RIM = 398.16 IE = 392.02 29 AREA DRAIN PER DETAIL 2, SHEET C -3.6 RIM = 397.30 IE = 395.62 13 14 SANITARY SEWER CLEANOUT TO BE INSTALLED PER CITY OF RENTON STANDARDS DETAIL 406.1 (DETAIL 3, SHEET C -3.7) RIM = 400.75 E = 390.65 15 16 4 LF 6" PVC SDR 35 GW @ 2.0% MIN. WITH SANITARY SEWER TESTING TEE RIM = :398.18 IE = 392.01 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. Know whafs below. Call before you dig. S �► 6 4 3 0 I CHECKED FOR COMPLIANCE TO CITY OF -DATE STANDARDL _ APPROVED BY:- .(../��^+"' _____ DATE_ APPROVED BY: ---------- _- DATE --- _--- APPROVED BY: ------------------ DATE- --- APPROVED BY: ----- _----------- DATE ------ __ L 4L-3 01 C 't a -36