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HomeMy WebLinkAboutS-425503Z ti O Z O O v SEE SHEETS C5.09-05.10 SEE FOR SEWER SERVICE L/NE DESIGN (TYP) SHEET SIDE SEWER r+5, 07 C� PER C. 0. R. STD DTL 406.1, SEE SHEET C5.31 (TYP) _ % 71 84 17f 90.67, ROAD A = 71f72.00, ROW 6Q11IN 85 -_ SEWER MANHOLE PER C. O.R. STD DTL 400.1, SEE SHEET C5.31 (TYP) 86 - 4-3 SSMH 4 STA. 17f97.67, 12.00' L T TYPE 1-48" 87� I i 70 R/M�r 426.79 8" If /N 42. - f) 411.84 SEWER SEE SHEET 8" If /N �S)4148-0 EASEMENT 8" If OUT-44.2,Z_(N) 411.79 C5. 07 SSMH 5 STA. 16f81.16, 8. 6J' L T TYPE 1-48" RIM4--V.£6 422.50 8" If l�'�r(E)412.55 8" If OUT-0-. (W)412.45 430 420 410 EXISTING ELEV. - 0 ROAD (TYP) 18+50 18+00 PROPOSED FINISH GRADE CONTOUR (TYP) 1 74 TRACT) � I (STORM DRAINAGE) \ I .I I 73 VN ° 72 17+50 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 66' 65 TRACT M (OPEN SPACE) 063 Ilk CTR 05\ I �� 16 3r "00 =\� '42¢ 5+0p `; ENE p� 64 63 62 61 6N� T C5, 0 ToMA EE E5N SSIVH 6 5E STA. 15f 48.56, 8.28' L T TYPE 1-48" RIM 6-424.02 8" IE /N 6-(SE) 413.32 8" If OUT 4f366 (W)413.22 EX GROUND SEE SHEET C5.09 CONTOUR (TYP) s Ln �\\\� PROPOSED STREET LIGHT (TYP) Lai PROPERTY LINE \ (TYP) , W EX OFFSITE TREE \ �\ TO REMAIN (TYP) v��v�� yam/ TRACT H 'r\ V (CRITICAL AREA) \ o ¢20, ' - STA. 15f09.15, 4.92' L T TYPE 1-4.6 RIM 4Z'15 90 424.78 8" If /N 7 (S)413.63 8- IE OUT 413:9 (NW) 10' UTILITY 413.53 EASEMENT (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. IN AREAS OF FILL, NEW ROADWA Y SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER MAIN. (Typ) I h 131LF 0.0051 8" PVC 0 _910842 � I Lc - v, 4 i I �W W �- - __- ROAD A --- --------------- ---� 17+00 16+50 FI • ► 16+00 cV 1+ 1+ NR:� 54.� a ^N �^ �' L W (,/' W �^ � ��� PROPOSED ELEV. © ROAD � (TYP) 15+50 SURVEYED: BY OTHERS DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N BY DATE APPR APPROVED: HOLL/ HEA VR/N 440 0 430 v SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M `(EY MAP SEWER LEGEND 0 O SEWER P/PE SEWER SERVICE SEWER EASEMENT EXISTING SEWER P/PE SCALE: 1 " = 3 O' SEWER P/PE FLOW ARROW SEWER STRUCTURE o 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 /NSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VER77CAZ 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 "*" W/LL HA Vf- BACKWATER VA VES 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. 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROF/LE ROAD A (15+00 -END) 0 0 0 N N Pz N H DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C5.02 SHEET: OF, 38 93 CONSTRUCTION RECORD DRA WINGS