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Home My WebLink AboutS-362124w Z U w 0 0 D: a N w i a 0 w X w It w w Z Q g w Q w A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, R,GE 5 E, WM, KING 90, WA INT X STA 903 +31.079. ROAD "D" S,S.M.H. %H2 -31, TYPE 1 -48 "0 c A 77nn.nn en enen 'c STA. 904+80.00, 5.00 RT. IW A 56 57 PAD PAD INVX STA. 900+00.00 ROAD "D" Ste. SS -01 ^EL 487.150 EL= 489.00 EL 492.00 PAD .... PADD 1 P5 I 7 - STA 101 +52.00, ROAD A o I + + 1 EL._ GE E EL- 497.10 0 - 4g7.eo � D I I s -05 °. _ \ + I CO f - 1 + - •- - �____- _ '- 1 0 O +to ct, S.S.M.M. /H2 -11 A I I �^ 331 L.F., N' N I N I ,+ + ,( 1 SEE SHEET SS -01 SEE SS -01 86 I f I 8 "� S.S d I 18 154 L 9 SS o I o o 56 LF., PAD 8I f I 8i s I I $� 8 0 S.S EL- 487.80 4EL 489.00 EL- 492.40 EL93.50 EL PAD 79 EL-4N.60 11 I EL- 497.80 EL =498.50 1 I / �I S.S.M.H. %FI2 -30, TYPE 1 -48 "9 STA. 903 +26.07. 5.00 RT. LZ . INT'X = ST FINISI MINOR ACCESS ROAD D TYPE 1 PROJECT BOUNDARY 0 PAD EL- 500.40 78 o I ,TA. 906 +71.39, ROAD "D" 25+36.97, SE 140TH ST A GRADE ELEV O INT. = 501.89 i �20 X510 oe 4w *70 _. _. 1IN 900 +00 901 +00 902 +00 903 +00 904 +00 905 +00 906 +00 907 +09 IL �� 0 FIRST SUBMITTAL ESM 09/18/12 scue WARNING: ® saeoo wbnue 8oum I ® 1 ®I�I 1 SECOND SUBMITTAL ESM 2513 Weev �'� sumzas • xoe¢axw: wn ree, /gee, Fsaerel Way. Wes 2 MYLAR SUBMITTAL -ESM 1/28/13 www.e■maivil.com u� ee"•a m.,00 THE UTILITY LOCATIONS SHOWN ax 41E�„ ARE APPROXIMATE ONLY. DEPTH "�"" �"° "° "" 1 ' """"'°°"' ' �-I DATUM W .T NI ME 14 UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB #1352 -006 -007 � '.) NO. REVISION BY DATE APPR ��°� s: _.. r__. Iln SCALE: 1 " -SV HORIZ. 1' -10' VERT. 50 20 0 50 100 ka 23 LNYM000 YS. KEY MAP NOT TO SCALE NOTES 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET DT -01. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -09. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2X SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SETA MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE VOL& CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SIDE SEWERS O O TAD 7 ulg N n00 �fl 0� CEO N 1 10 x'110 N W10 N N �� N O� Ol Ito 0 OJ 00 0 ,. 0n C00 TO CQI ,[1 0140 am h 0I� �a O ON �Ol O Od' tn0 N 010 NO T n 01C C O, 00 T 000 i0 O0 �(1 00, O) U10) u7 00 n O O O 492.80 490.14 S.S.M.H. H2 -30 76 1 500.00 494.00 490.99 < 1n n01 NO a a �, a NO a �O ,n u7 ,n ,TA. 906 +71.39, ROAD "D" 25+36.97, SE 140TH ST A GRADE ELEV O INT. = 501.89 i �20 X510 oe 4w *70 _. _. 1IN 900 +00 901 +00 902 +00 903 +00 904 +00 905 +00 906 +00 907 +09 IL �� 0 FIRST SUBMITTAL ESM 09/18/12 scue WARNING: ® saeoo wbnue 8oum I ® 1 ®I�I 1 SECOND SUBMITTAL ESM 2513 Weev �'� sumzas • xoe¢axw: wn ree, /gee, Fsaerel Way. Wes 2 MYLAR SUBMITTAL -ESM 1/28/13 www.e■maivil.com u� ee"•a m.,00 THE UTILITY LOCATIONS SHOWN ax 41E�„ ARE APPROXIMATE ONLY. DEPTH "�"" �"° "° "" 1 ' """"'°°"' ' �-I DATUM W .T NI ME 14 UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB #1352 -006 -007 � '.) NO. REVISION BY DATE APPR ��°� s: _.. r__. Iln SCALE: 1 " -SV HORIZ. 1' -10' VERT. 50 20 0 50 100 ka 23 LNYM000 YS. KEY MAP NOT TO SCALE NOTES 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET DT -01. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -09. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2X SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SETA MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE VOL& CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB ELEV. O S.S. MAIN DOWNSTREAM S.S.M.H. 56 488.60 NONE 478.36 S.S.M.H. 2 -11 M-00- 490.00 484.00 481.17 S.S.M.H. H2 -11 58 5300000 487.00 481.95 S. S. M. H. 1-12 -11 74 498.10 492.10 489.32 S.S.M.H. H2 -30 75 498.80 492.80 490.14 S.S.M.H. H2 -30 76 1 500.00 494.00 490.99 S.S.M.H. H2 -31 e• ee ee 501.40 495.40 492.00 S.S.M.H. H2 -32 79 499.50 493.50 490.99 S.S.M.H. H2 -31 80 498.80 492.80 489.37 S.S.M.H. H2 -30 81 497.60 491.60 S.S.M.H. H2 -30 82 496.40 490.40 486.29 S.S.M.H. H2 -11 83 494.50 48$.50 485.81 S. S.M.H. H2 -it MENEMINEENEEll 493.40 487.40 482.02 S.S.M.H. H2 -it 85 1 490.00 484.00 481.51 S.S.M.H. H2 -11 86 488.60 482.60 478.51 S.S.M.H. H2 -11 -, .,.r 7, .° e ., A.D. M e ElIVAE-Sj K 7.80 PROPOSED . 900+00.00, -•Ar r 50.01V •r er 0 101+52.00, ROAD "Am :ED GRADE ELE 0 lfJT. 487.04 n N11- NEmlmmlllmmlmm, M, • 0om rA, wic I WON low. M; mid R:. �M ,TA. 906 +71.39, ROAD "D" 25+36.97, SE 140TH ST A GRADE ELEV O INT. = 501.89 i �20 X510 oe 4w *70 _. _. 1IN 900 +00 901 +00 902 +00 903 +00 904 +00 905 +00 906 +00 907 +09 IL �� 0 FIRST SUBMITTAL ESM 09/18/12 scue WARNING: ® saeoo wbnue 8oum I ® 1 ®I�I 1 SECOND SUBMITTAL ESM 2513 Weev �'� sumzas • xoe¢axw: wn ree, /gee, Fsaerel Way. Wes 2 MYLAR SUBMITTAL -ESM 1/28/13 www.e■maivil.com u� ee"•a m.,00 THE UTILITY LOCATIONS SHOWN ax 41E�„ ARE APPROXIMATE ONLY. DEPTH "�"" �"° "° "" 1 ' """"'°°"' ' �-I DATUM W .T NI ME 14 UNKNOWN. CALL 1 -800- 424 -5555. ESM JOB #1352 -006 -007 � '.) NO. REVISION BY DATE APPR ��°� s: _.. r__. Iln SCALE: 1 " -SV HORIZ. 1' -10' VERT. 50 20 0 50 100 ka 23 LNYM000 YS. KEY MAP NOT TO SCALE NOTES 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET DT -01. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -09. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2X SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SETA MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE VOL& CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB ELEV. O S.S. MAIN DOWNSTREAM S.S.M.H. 56 488.60 482.60 478.36 S.S.M.H. 2 -11 57 490.00 484.00 481.17 S.S.M.H. H2 -11 58 493.00 487.00 481.95 S. S. M. H. 1-12 -11 74 498.10 492.10 489.32 S.S.M.H. H2 -30 75 498.80 492.80 490.14 S.S.M.H. H2 -30 76 1 500.00 494.00 490.99 S.S.M.H. H2 -31 77 501.40 495.40 492.00 S.S.M.H. H2 -32 79 499.50 493.50 490.99 S.S.M.H. H2 -31 80 498.80 492.80 489.37 S.S.M.H. H2 -30 81 497.60 491.60 488.99 S.S.M.H. H2 -30 82 496.40 490.40 486.29 S.S.M.H. H2 -11 83 494.50 48$.50 485.81 S. S.M.H. H2 -it 84 493.40 487.40 482.02 S.S.M.H. H2 -it 85 1 490.00 484.00 481.51 S.S.M.H. H2 -11 86 488.60 482.60 478.51 S.S.M.H. H2 -11 5- 362124 CITY OF RENTON Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS HERITAGE PLAT SANITARY SEWER EXTENSION PHASE 2 ROAD D PLAN AND PROFILE: STA. 900 +00.00 TO STA. 906 +71.39 ,1Z -36a)