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HomeMy WebLinkAboutS-425503Z ti O Z O 74 SEE SHEETS C5.09-05.10 SEE 73 FOR SEWER SERVICE LINE DES/GN (TYP) SHEET III f 72 SIDE SEWER Cam•.! 5. 07 [ PER C.O.R. STD DTL 406.1, SEE SHEET C5.31 (TYP) I t. v �. 71 �4. %n 17f 90.67, ROAD A = - - 71 f 72.00, ROW 6iN - 85 -_ SEWER MANHOLE PER C. O.R. STD DTL 400.1, SEE SHEET C5.31 (TYP) 86 SSMH 4 STA. 17f97.67, 12.00 L T ��o• TYPE 1-48" 87 70 RIM 427.25 8" 1E /N 412.37 (E) SEE SHEET SEWER 8" If /N 412.37 (S) EASEMENT 8" IE OUT 412.27 (N) n5, 07 l� SSMH 5 STA. 16f81.16, 8. 6J' L T TYPE 1-48" RIM 422.66 8"IE/N 413.11 (E) 8" IE OUT 41J 01 (W) EMI 430 420 410 18+50 18+00 17+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 8/g1 PROPOSED FINISH GRADE CONTOUR (TYP) TRACT) (STORM DRAINAGE) I \ °O I \ \ \ A- - -- \ r- I ml��� �I� � •tee EX GROUND SEE SHEET C5.09 CONTOUR (TYP) \ b� ` -39r, �� \ \ \ L PROPOSED STREET LIGHT L -q \'�\ . (TYP) ill 40�\ ,\ \ PROPERTY LINE \ ( ) .44 a--� t--16 60�95 CT? 16 0. f 426 '42¢ 5+0O , i , , ENE 01 63 ' I 62 61 60 To T C5, III MA EE ESN SSI�IH 6 5E STA. 15f 48.56, 8.28' L T TYPE 1-48" RIM 424.96 8" IE /N 413. 76 (SE) 8" IE OUT 413.66 (W) TYPE 1-48" RIM 425.90 8" 1E /N 414.07 (S) 10' UTILITY 8- IE OUT 413.97 (NW) EASEMENT (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. ►,►LLv�[�i7����-,A�G�L-'iZ►ilG��7 � 440 O 430 ti W Z W 420 O O H Z Z V 410 Q 17+00 16+50 16+00 15+50 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: 3Y OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORS CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M KEY MAP /Y SEWER LEGEND 0 O SEWER P/PE SEWER SERVICE SEWER EASEMENT EXISTING SEWER PIPE SCALE: 1 " = 3 0 ) SEWER P/PE FLOW ARROW SEWER STRUCTURE 0 15 30 60 SEWER CLEANOUT GENERAL NOTES 1. ALL CONSTRUC7ON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CATIONS. 2. WHERE THE WATER MAIN /NSTALLAIJON CROSSES OVER SANITARY SEWERS, THE MINIMUM VER77CAL SEPARA77ON SHALL BE 18 INCHES, OR CONSTRUCTON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS) 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNECAON TO EXISANG PIPE FOR PROPER AS-BU/L T ELEVATION PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE. SIDE SEWER NOTES 1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 2Z 2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWATER VAL VfS INSTALLED ON THE PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS. 3. SEE SEWER SERVICES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON. CITY OF RENTON Planning/Building/Public Works Dept. 00 O N N V 0 0 0 N N 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 WASTEWATER UTILITY yqi 12/06/2023 jstowell 11 /13/2023 L� N H DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: SA NITA R Y SEWER PLAN & PROF/LE DRAWING NO: O C5.02 ROAD A (15+00 -END) SHEET: OF: 38 93